XC Namespace Reference

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Classes
class	Actor
class	ActorMethod
class	ActorPetscSOE
	??. More...
class	ActorSubdomain
class	AdkZhangMeritFunctionCheck
class	AggregatorAdditions
	pointers to UniaxialMaterial with the degree of freedom associated to each of them (used in SectionAggregator). More...
class	AlgorithmIncrements
	AlgorithmIncrements will display the X and B in the SOE associated with the algorithm on a record. More...
class	AlphaBaseMachineBroker
	DEC Alpha machine broker? More...
class	AlphaMachineBroker
class	AlphaOS
	AlphaOS is an algorithmic class for performing a transient analysis using the Alpha-Operator-Splitting integration scheme. The parameter alpha corresponds to 1+alpha_{HHT}. More...
class	AlphaOSBase
	AlphaOSBase is an algorithmic class for performing a transient analysis using the Alpha-Operator-Splitting integration scheme. The parameter alpha corresponds to 1+alpha_{HHT}. More...
class	AlphaOSGeneralized
	AlphaOSGeneralized is an algorithmic class for performing a transient analysis using the generalized Alpha-Operator-Splitting integration scheme. The parameters alpha correspond to 1+alpha_{HHT}. More...
class	Analysis
	Clase Base para los objetos que realizan the analysis. More...
class	AnalysisModel
	Los objetos de esta clase, dan acceso a los objetos FE_Element y DOF_Group creados por el Constraint Handler. More...
class	ArcLength
	ArcLength is an algorithmic class for perfroming a static analysis using the arc length scheme. More...
class	ArcLength1
	ArcLength1 is an algorithmic class for perfroming a static analysis using the arc length scheme. More...
class	ArcLengthBase
	Base class for the arc-length integrators family. More...
class	ArcoCircunf
	Circumference arc. More...
class	ArmijoStepSizeRule
class	ArpackSOE
	Arpack++ based system of equations. More...
class	ArrayCommMetaData
	Data about the position, size, ... of the array to transmit. More...
class	ArrayGraph
	Array de grafos. More...
class	ArrayOfTaggedObjects
	ArrayOfTaggedObjects is a storage class. The class is responsible for holding and providing access to objects of type TaggedObject. The data structure used to hold the objects is a simple array of pointers. As a one dimensional array is used certain ideas are tried to improve performance: (1) if the array needs to be larger to hold more components, the array size is doubled and (2) when adding/retrieving components, the array location given by the components tag is first checked. More...
class	ArrayOfTaggedObjectsIter
class	ArrayVertexIter
	ArrayVertexIter is an iter for returning the vertices of an object of class ArrayGraph. ArrayVertexIter must be written for each subclass of ArrayGraph: wherin the vertices are stored differently to that in ArrayGraph. More...
class	Attalla2D
	Atalla 2D yield surface. More...
class	AuxMatrix
class	BandArpackppSOE
	Arpack++ based band matrix eigenvalue SOE solver. More...
class	BandArpackppSolver
	Arpack++ based band matrix eigenproblem solver. More...
class	BandArpackSOE
	BandArpackSOE is a subclass of ArpackSOE. It uses the LAPACK storage scheme to store the components of the K, M matrix, which is a full matrix. It uses the Arpack to do eigenvalue analysis. More...
class	BandArpackSolver
	Arpack solver for banded matrices. The ARnoldi PACKage, is a numerical software library written in FORTRAN 77 for solving large scale eigenvalue problems. More...
class	BandGenLinLapackSolver
	Lapack based band general matrix SOE solver. More...
class	BandGenLinSOE
	Uses the LAPACK storage scheme to store the components of the A matrix, which is a banded unsymmetric matrix. More...
class	BandGenLinSolver
	Base class for band general linear SOE solvers. More...
class	BandSPDLinLapackSolver
	Lapack based band matrix linear SOE solver. More...
class	BandSPDLinSOE
	Base class for band matrix system of equations. More...
class	BandSPDLinSolver
	Solver for band matrix linear systems of equations. More...
class	BandSPDLinThreadSolver
	Solves the BandSPDLinSOE in parallel using solaris threads. More...
class	BarSlipMaterial
	The file generates the 4 point envelope for both positive and negative loading and is basically a wrapper for the Pinching4 material at it's outset. More...
class	BaseControl
	Base class for load and displacement control static integrators . More...
class	BaseElasticSection
	Base class for cross sections with linear elastic material. More...
class	BaseElasticSection2d
	Base class for cross sections with linear elastic material on a bi-dimensional problem (3 DOFs on each section). More...
class	BaseElasticSection3d
	Base class for cross sections with linear elastic material on a three-dimensional problem (6 DOFs on each section). More...
class	BaseNumberer
	Base class for DOF numberers. More...
class	BasicGFunEvaluator
class	BbarBrick
	Hexaedro. More...
class	beam2d
	2D beam element. More...
class	beam2d02
	2D beam 02 element. More...
class	beam2d03
	2D 03 beam element. More...
class	beam2d04
	2D beam element 04. More...
class	Beam2dPointLoad
	Punctual load over 2D beam elements. More...
class	Beam2dUniformLoad
	Uniform load over 2D beam elements. More...
class	beam3d01
	01 3D beam element. More...
class	beam3d02
	02 3D bar element. More...
class	beam3dBase
	Base class for 3D beam elements. More...
class	Beam3dPointLoad
	Punctual load over 3D beams. More...
class	Beam3dUniformLoad
	Uniform load over 3D beams. More...
class	BeamColumnJoint2d
	2D beam column joint. More...
class	BeamColumnJoint3d
	3D beam-column joint element. More...
class	BeamColumnJointPhysicalProperties
	Physical properties for shells. More...
class	BeamColumnWithSectionFD
	Beam-column element with SeccionBarraPrismatica material. More...
class	BeamColumnWithSectionFDTrf2d
	2D beam element with SectionForceDeformation type material. More...
class	BeamColumnWithSectionFDTrf3d
	3D beam colun element with SeccionBarraPrismatica material type. More...
class	BeamFiberMaterial
	BeamFiberMaterial class is a wrapper class that performs static condensation on a three-dimensional material model to give the 11, 12, and 13 stress components which can then be integrated over an area to model a shear flexible 3D beam. More...
class	BeamIntegration
	Base class for integration on beam elements. More...
class	BeamIntegratorLoader
	Beam integrators handler. More...
class	BeamLoad
	Load over beam elements. More...
class	BeamMecLoad
	Mechanical loads (forces) over beam elements. More...
class	BeamPointLoad
	Punctual load over beam elements. More...
class	BeamStrainLoad
	Load due to restricted material expansion or contraction on beam elements. More...
class	BeamUniformLoad
	Uniform load over beam elements. More...
class	BeamWithHinges2d
	2D beam with hinges in both ends. More...
class	BeamWithHinges3d
	3D beam with hinges in both ends. More...
class	BerkeleyDbDatastore
class	BetaRV
class	BFBRoydenBase
	?? More...
class	BFGS
	?? More...
class	BidimLoad
	Load over bidimensional elements. More...
class	BidimMecLoad
	Mechanical load (forces) over bidimensional elements. More...
class	BidimStrainLoad
	Load due to restricted material expansion or contraction on bidimensional elements. More...
class	Bidirectional
	?? More...
class	Bilinear
	??. More...
class	BilinearCyclic
	??. More...
class	BisectionLineSearch
	Bisection line search solution algorithm. More...
class	BJmatrix
class	BJtensor
class	BJvector
class	BkStressLimSurface2D
	??. More...
class	Block
	Six-faced body. More...
class	Body
	Six-faced solid. More...
class	BodyForces
	Body forces over an element. More...
class	BodyForces2D
	Body forces over an element. More...
class	BodyForces3D
	Body forces over an element. More...
class	BoucWenMaterial
	??. More...
class	BoundingSurface2D
	Bounding 2D yield surface. More...
class	Brick
	Hexaedro de ocho nodos. More...
class	BrickBase
	Base class for hexahedra. More...
class	BrickSelfWeight
	Hexahedron self weight. More...
class	BrickUP
	Hexaedro de ocho nodos. More...
class	BrokedPtrCommMetaData
	Data to transmit for a pointer «broked». More...
class	Broyden
	Algoritmo de Broyden. More...
class	CableMaterial
	CableMaterial provides the abstraction of an elastic uniaxial material, the input parameters are the Prestress, E, Effective Self Weight (gravity component of Weight per volume transverse to the cable), and Length of the cable. More...
class	Cad
	Model geometry manager. Management of geometry entities: points, lines, surfaces, bodies, etc. More...
class	CAMPotentialSurface
	??. More...
class	CAMYieldSurface
	??. More...
class	Cell
	Base class for cells (cross-section discretization). More...
class	CentralDifference
	CentralDifference is an algorithmic class for performing a transient analysis using the central difference integration scheme. More...
class	CentralDifferenceAlternative
	CentralDifferenceAlternative is an algorithmic class for performing a transient analysis using the alternative form of the Central Differenceintegration scheme, which is an explicit direct integration scheme as outlined in the book 'Concepts and Applications of Finite Element Analysis' by Cook, Malkus & Plesha. More...
class	CentralDifferenceBase
	Approximates velocity and acceleration by centered finite differences of displacement. More...
class	CentralDifferenceNoDamping
	CentralDifferenceNoDamping is an algorithmic class for performing a transient analysis using the Central Difference Scheme as implemented in Dyna. More...
class	CFactorSeries
	Base class for constant factor time series. More...
class	Channel
	Channel is an abstract base class which defines the channel interface. A channel is a point of communication in a program, a mailbox to/from which data enters/leaves a program. More...
class	ChannelAddress
class	ChannelQueue
	Data about the postion, size,... of the object to transmit. More...
class	ChiSquareRV
class	CircReinfLayer
	Capa de armaduras en forma de arco de circulo. More...
class	ClosedTriangleMesh
	@ingroup MATSCCDiagInt More...
class	Clough
	??. More...
class	CloughDamage
	??. More...
class	CmbEdge
	Compound line. More...
class	Collocation
	Collocation is an algorithmic class for performing a transient analysis using the Collocation integration scheme. More...
class	CollocationHybridSimulation
	CollocationHybridSimulation is an algorithmic class for performing a transient analysis using the CollocationHybridSimulation integration scheme. More...
class	CombinedIsoKin2D01
	??. More...
class	CombinedIsoKin2D02
	Kinematic model is based on back-stress Isotropic model on plastic-deformations This one is also deformable. More...
class	CommMetaData
	Data about the index, size,,... of the object to transmit. More...
class	CommParameters
	Communication parameters between processes. More...
class	CompositeSimpsonBeamIntegration
	Composite Simpson integration scheme. More...
class	ComputePivots
	Given a bending plane, computes the "pivots" position on the section. More...
struct	Conc02HistoryVars
	Concrete02 history variables. More...
class	Concrete01
	Uniaxial Kent-Scott-Park concrete model with linear unloading/reloading according to the work of Karsan-Jirsa and no strength in tension. The model contains a compressive strength of fpc, a strain at the compressive strength of epsc0, a crushing strength of fpcu, and a strain at the crushing strength of epscu. Compressive concrete parameters should be input as negative numeric values for this model to behave properly. Specification of minimum and maximum failure strains through the -min and -max switches is optional. The argument matTag is used to uniquely identify the material object among material objects in the BasicBuilder object. More...
class	Concrete02
	Uniaxial model for concrete with tensile strength and tension softenint. Reference: Mohd Hisham Mohd Yassin, "Nonlinear Analysis of Prestressed Concrete Structures under Monotonic and Cycling Loads", PhD dissertation, University of California, Berkeley, 1994. More...
class	Concrete04
	Uniaxial Popovics concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and tensile strength with exponential decay. More...
class	ConcreteBase
	Base class for concrete materials. More...
class	ConjugateGradientSolver
	Base class for conjugate gradient linear SOE solvers. More...
class	ConnectedMaterial
	Connected uniaxial materials (parallel or serial). More...
class	ConsoleErrorHandler
class	ConstantModulatingFunction
class	ConstantPressureVolumeQuad
	??. More...
class	ConstantSeries
	Constant function over time. More...
class	Constraint
	Base class for model constraints. More...
class	ConstraintHandler
	ConstraintHandlers enforce the single and multi freedom constraints that exist in the domain by creating the appropriate FE_Element and DOF_Group objects. More...
class	ConstraintLoader
	Constraint cration tools. More...
class	ConstrContainer
	Constraint (essential and natural boundary conditions) container. More...
class	ContinuaReprComponent
	Base class for components used to represent the material (continuum). More...
class	ConvergenceTest
	convergence test. More...
class	ConvergenceTestNorm
	Convergence test that uses vector norm value (solution vector,...). More...
class	ConvergenceTestTol
	Convergence test with tolerance threshold. More...
class	CorotCrdTransf2d
	Coordinate transformation corrotacional en 3d. More...
class	CorotCrdTransf3d
	Coordinate transformation corrotacional en 3d. More...
class	CorotShellMITC4
	MIT C4 shell element. More...
class	CorotTruss
	Truss element with corotational formulation. A small strain, large displacement corotational space truss element, as described by Crisfield in "Nonlinear Finite Element Analysis of Solids and Structures", Vol. 1, 1991, J.T. Wiley. More...
class	CorotTrussBase
	Base class for corotational truss elements. More...
class	CorotTrussSection
	Truss element with corotatinal formulation and material of type SectionForceDeformation. Small strain, large displacement corotational space truss element, as described by Crisfield in "Nonlinear Finite Element Analysis of Solids and Structures", Vol. 1, 1991, J.T. Wiley. More...
class	CorrelationCoefficient
class	Cosseratstraintensor
class	Cosseratstresstensor
class	CoulombFriction
class	CrdTransf
	CrdTransf provides the abstraction of a frame coordinate transformation. It is an abstract base class and thus no objects of it's type can be instatiated. It has pure virtual functions which must be implemented in it's derived classes. More...
class	CrdTransf2d
	Base class for 2D coordinate transformation. More...
class	CrdTransf3d
	Base class for 3D coordinate transformation. More...
class	CriteriaReductionMeritFunctionCheck
class	CrossSectionProperties2d
	Mechanical properties of a cross section (area, moments of inertia,...) for a bi-dimensional problem (three DOB for each section). More...
class	CrossSectionProperties3d
	Mechanical properties of a section (area, moments of inertia,...) in a three-dimensional problem (six degrees of freedom on each section). More...
class	CStdLibRandGenerator
class	CTestEnergyIncr
	Specifies a tolerance for the product of unbalanced load vector and 0.5 times the displacement increment vector (energy increment) to be used as convergence criterion on each iteration. More...
class	CTestFixedNumIter
	This object performs a fixed number of iterations without testing for convergence. This test is useful for hybrid simulation where the residual error is corrected for. More...
class	CTestNormDispIncr
	Specifies a tolerace for the displacement increment norm to be used on each iteration. More...
class	CTestNormUnbalance
	Specifies a tolerance for the norm of the unbalanced load vector on each iteration. More...
class	CTestRelativeEnergyIncr
	Tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the which is 0.5 times the absolute value of the product of the rhs and the solution vector of the LinearSOE. More...
class	CTestRelativeNormDispIncr
	tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the solution vector of the LinearSOE object passed in the constructor and a tolerance, set in the constructor. More...
class	CTestRelativeNormUnbalance
	convergence test tests for convergence using the ratio of the current norm to the initial norm (the norm when start is invoked) of the right hand side vector of the LinearSOE object passed in the constructor and a tolerance, set in the constructor. More...
class	CTestRelativeTotalNormDispIncr
	Convergence test thats uses the quotient of current and initial norms of the solution vector. More...
class	CurvaturesBySearchAlgorithm
class	CyclicModel
	??. More...
class	DamageModel
class	DamageModelVector
	Vector de pointers to damage models. se emplea en Joint2D. More...
class	DamageRecorder
	Used to obtain a response from an element section/material during the analysis and apply the information to the damage model and record the damage index. More...
class	DamageResponse
class	DampingFactorsIntegrator
	??. More...
class	DataOutputDatabaseHandler
class	DataOutputFileHandler
class	DataOutputHandler
class	DataOutputStreamHandler
class	DatastoreRecorder
class	DBDatastore
class	DbTagData
	Vector que almacena los dbTags de los miembros de la clase. More...
class	DecMachineBroker
	Broker for DEC machines. More...
class	DefaultTag
	Default tag. More...
class	DeformationPlane
	Deformation plane for a cross-section. More...
class	DiagonalDirectSolver
	Direct solver for diagonal matrix SOE. More...
class	DiagonalSOE
	Diagonal matrix system of equations. More...
class	DiagonalSolver
	Base class for diagonal matrix linear SOE solvers. More...
class	DirectIntegrationAnalysis
	Direct integration dynamic analysis. More...
class	DiscretBase
	Base class for cross-section discretization. More...
class	DiscretizedRandomProcessSeries
	??. More...
class	DispBase
	?? More...
class	DispBeamColumn2d
	displacement based 2D beam element with SeccionBarraPrismatica type material. More...
class	DispBeamColumn3d
	3D beam element with SeccionBarraPrismatica type material. More...
class	DisplacementControl
	DisplacementControl is an algorithmic class for perfroming a static analysis using the arc length scheme, that is within a load step the follwing constraint is enforced: i=1 delta U^T delta U + alpha^2 delta lambda^2 = delta s^2 i>1 dU^T delta U + alpha^2 dLambda delta lambda = 0 where dU is change in nodal displacements for step, dLambda is change in applied load and DisplacementControl is a control parameter. More...
class	DistHingeIntegration
	??. More...
class	DistributedBandGenLinSOE
	Base class for band general matrix distributed systems of equations. More...
class	DistributedBandLinSOE
	Base class for band matrix distributed systems of equations. More...
class	DistributedBandSPDLinSOE
	Base class for band matrix distributed systems of equations. More...
class	DistributedBase
	Base class for distributed processing. More...
class	DistributedDiagonalSOE
	Diagonal matrix distributed systems of equations. More...
class	DistributedDiagonalSolver
	Base class for distributed (many processors) diagonal matrix linear SOE solvers. More...
class	DistributedDisplacementControl
	??. More...
class	DistributedLinSOE
	Base class for distributed systems of equations. More...
class	DistributedObj
	Object distributed on many processes. More...
class	DistributedProfileSPDLinSOE
	Profile matrix distributed systems of equations. More...
class	DistributedSparseGenColLinSOE
	Sparse nonsymmetric matrix distributed system of equations. More...
class	DistributedSparseGenRowLinSOE
	Sparse nonsymmetric matrix distributed systems of equations. More...
class	DistributedSparseGenRowLinSolver
	Base class for distributed (many processors) sparse general matrix linear based SOE solver. More...
class	DistributedSuperLU
	SuperLU based solver for distributed sparse matrix linear systems of equations. It uses Gaussian elimination with partial pivoting (GEPP). The columns of A may be preordered before factorization; the preordering for sparsity is completely separate from the factorization and a number of ordering schemes are provided. More...
class	DividedLine
	Line segment between two points. More...
class	DOF_Graph
	Degrees of freedom graph. More...
class	DOF_Group
	A DOF_Group object is instantiated by the ConstraintHandler for every unconstrained node in the domain. The constrained nodes require specialised types of DOF_Group; which deal with the constraints. DOF_Group objects can handle 0 boundary constraints; if the eqn number of a DOF is less than START_EQN_NUM a value of 0.0 is set for disp, vel and accel when a setNode*(Vector &) is invoked. More...
class	DOF_GroupGraph
	Degrees of freedom group. More...
class	DOF_GrpConstIter
	Iterator over DEF groups. More...
class	DOF_GrpIter
	Iterator over DOF groups. More...
class	DOF_Numberer
	Base class for DOF numbererers. More...
class	Domain
	Domain (mesh and boundary conditions) of the finite element model. More...
class	DomainComponent
	Objeto que forma parte de un domain. More...
class	DomainDecompAlgo
	Solution algorithm for domain decomposition. More...
class	DomainDecompositionAnalysis
	Used when performing a domain decomposition analysis. It provides methods which can be invoked by a subdomain to perform the numerical computations required. More...
class	DomainPartitioner
class	DomainRecorderBase
	Recording of domain information. More...
class	DomainSolver
	used to solve a system of equations and to do static condensation operations on the linear system of equations. More...
class	DomainUser
	?? More...
struct	doubleData
class	DPPotentialSurface
	??. More...
class	DPYieldSurface
	??. More...
class	DPYieldSurface01
	??. More...
class	DqFibras
	Contenedor de fibras. More...
class	DqGroundMotions
	Contenedor de definiciones de sismo. More...
class	DqMatrices
class	DqMeshRegion
	Vector de celdas. More...
class	DqPtrs
	Pointer to (nodes, elements, points, lines,...) container. More...
class	DqPtrsConstraint
	Constraint pointers deque. More...
class	DqPtrsElem
	Pointer to element container. More...
class	DqPtrsNmb
class	DqPtrsNode
	Contenedor de pointers to nodes. More...
class	DqUniaxialMaterial
	Contenedor de pointers to UniaxialMaterial. More...
class	DqVectors
class	DrainBilinearMaterial
	??. More...
class	DrainClough1Material
	??. More...
class	DrainClough2Material
	??. More...
class	DrainHardeningMaterial
	??. More...
class	DrainMaterial
	??. More...
class	DrainPinch1Material
	?? More...
class	DriftRecorder
	Records relative displacement between nodes. The drift is taken as the ratio between the prescribed relative displacement and the specified distance between the nodes. More...
class	DruckerPrager
	Drucker-Prager material. More...
class	DruckerPrager3D
	Drucker-Prager 3D material. More...
class	DruckerPragerPlaneStrain
	Drucker-Prager plane strain material. More...
class	DummyNode
	DummyNodes are a type of node created and used by Subdomains for their exterior nodes. They reference a real node and most methods invoked on them are in turn invoked by the dummy node on the real node. The calls asking the real node to change its current state are ignored. The calls involving DOF_Group are handled by the dummy node. More...
class	EarthquakePattern
	Earthquake load pattern. More...
class	Edge
	Base class for one-dimensional geometry objects. More...
class	EigenAlgorithm
	Solution algorithm for eigenproblem. More...
class	EigenAnalysis
	Eigenproblem analysis. More...
class	EigenIntegrator
	Base class for eigenproblem integrators. More...
class	EigenSOE
	Base class for eigenproblem systems of equations. More...
class	EigenSolver
	Eigenvalue SOE solver. More...
class	EightNodeBrick
	Hexaedro de ocho nodos. More...
class	EightNodeBrick_u_p_U
	Hexaedro de ocho nodos. More...
class	Eje
	Base class for 1D entities in section definition. More...
class	Elastic2dGNL
	Elastic2dGNL is a subclass of UpdatedLagrangianBeam2D, that can be. More...
class	ElasticBaseMaterial
	Base class for uniaxial elastic materials. More...
class	ElasticBeam2d
	2D elastic beam element. More...
class	ElasticBeam3d
	3D elastic beam element. More...
class	ElasticCrossAnisotropic
	Base class for elastic anisotropic materials. More...
class	ElasticIsotropic2D
	Isotropic elastic material for plane problems. More...
class	ElasticIsotropic3D
	Elastic isotropic material for 3D elements. More...
class	ElasticIsotropicAxiSymm
	Base class for elastic isotropic axisymmetric materials. More...
class	ElasticIsotropicBeamFiber
	Elastic isotropic material for beam fibers. More...
class	ElasticIsotropicMaterial
	Base class for elastic isotropic materials. More...
class	ElasticIsotropicPlaneStrain2D
	Elastic isotropic material for plane deformation problems. More...
class	ElasticIsotropicPlaneStress2D
	Elastic isotropic material for plane stress problems. More...
class	ElasticIsotropicPlateFiber
	Elastic isotropic material for plate elements. More...
class	ElasticMaterial
	Linear elastic uniaxial material. More...
class	ElasticMembranePlateSection
	Elastic section for membrane/plate materials. More...
class	ElasticPlateBase
	Base class for elastic plate materials. More...
class	ElasticPlateProto
	??. More...
class	ElasticPlateSection
	Bidimensional elastic section for plate modellings. More...
class	ElasticPPMaterial
	Elastic perfectly plastic material. More...
class	ElasticSection2d
	Cross section with linear elastic material for bi-dimensional problesm (3 degrees of freedom in each section). More...
class	ElasticSection3d
	Cross section with linear elastic material in three-dimensional problems (6 degrees of freedom in each section). More...
class	ElasticShearSection2d
	Base clas for cross sections with linear elastic material with shear stiffness on a bi-dimensional space (3 DOF on each section). More...
class	ElasticShearSection3d
	Base class for cross sections with linear elastic material and shear stiffness on a three-dimensional space (6 degrees of freedom in each section). More...
class	Element
	Base calass for the finite elements. More...
class	Element0D
	Element of dimension 0 (both nodes have the same position). More...
class	Element1D
	Base class for one-dimensional elements (beam,truss,...) More...
class	ElementalLoad
	Base class for loads over elements. More...
class	ElementalLoadIter
	Iterador sobre las elemental loads. More...
class	ElementBase
	Base class for finite element with pointer to nodes container. More...
class	ElementBodyLoad
	Base class for body loads over elements. More...
class	ElementEdge
	Element edge (TO DEPRECATE?? LP 7.02.2017). More...
class	ElementEdges
	Element edge container. More...
class	ElementIter
	Iterator over an element container. More...
class	ElementLoader
	Element creation manager. More...
class	ElementPropRecorder
	Objects to record element data at each commit. More...
class	ElementPtrs
	Pointers to the elements affected by the load. More...
class	ElementRecorder
	Recording of element response. More...
class	ElementRecorderBase
	Base class for the finite element response recorders. More...
class	ElementResponse
class	ElemFriccionBase
class	ElemPlano
	Base class for plane elements. More...
class	ElemPos
	Element position for KDTree building. More...
class	ElemWithMaterial
	Element with material. More...
class	ElTawil2D
	El Tawil 2D yield surface. More...
class	ElTawil2DUnSym
	Unsymmetric 2D El Tawil yield surface. More...
class	EncapsulatedMaterial
	??. More...
class	EnhancedQuad
	Four-node quadrilateral element, which uses a bilinear isoparametric formulation with enhanced strain modes. More...
class	EntGeomSection
	Base class of section geometry representation classes. More...
class	ENTMaterial
	Elastic no traction material. ENTMaterial provides the abstraction of an elastic uniaxial material under compression i.e. stress = E*strain under tension however it exhbits the following stress = a*(tanh(strain*b)) tangent = a*(1-tanh(strain*b)*tanh(strain*b));. More...
class	EntMdlr
	Multiblock topology object (point, line, face, block,...). More...
class	EntMdlrBase
	Base class of the preprocessor objects. More...
class	EnvelopeData
class	EnvelopeElementRecorder
class	EnvelopeNodeRecorder
	A EnvelopeRecorder is used to record the envelop of specified DOF responses at a collection of nodes over an analysis. (between commitTag of 0 and last commitTag). More...
class	EPPBaseMaterial
	Base class for elastic perfectly plastic materials. More...
class	EPPGapMaterial
	Elastic perfectly plastic material with initial "gap". provides the abstraction of an elastic perfectly plastic (tension only) path dependent uniaxial material, with an initial gap offset (force-displacement units) For compression only behavior, enter negative gap and ep Damage can accumulate through specification of damage = 1 switch, otherwise damage = 0. More...
class	EPState
	3 More...
class	EQBasePattern
	Earthquake load pattern. More...
class	EqualDOF
	Impose the values of many degrees of freedom to be the same. More...
class	EquiSolnAlgo
	EquiSolnAlgo is an abstract base class, i.e. no objects of it's type can be created. Its subclasses deifine the sequence of operations to be performed in the analysis by static equilibrium of a finite element model. More...
class	EquiSolnConvAlgo
	EquiSolnConvAlgo is a class which performs a Newton-Raphson solution algorihm in solving the equations. No member functions are declared as virtual as it is not expected that this class will be subclassed. More...
class	ErrorHandler
class	EsfBeamColumn3d
	3D beam column internal forces. More...
class	EvolutionLaw_L_Eeq
	??. More...
class	EvolutionLaw_L_Eij
	??. More...
class	EvolutionLaw_NL_Eeq
	??. More...
class	EvolutionLaw_NL_Eij
	??. More...
class	EvolutionLaw_NL_EijMD
	??. More...
class	EvolutionLaw_NL_Ep
	This is a nonlinear evolution law for the evoltion of a scalar variable po which depends on plastic volumetric strain i.e. dpo = (1+eo)po/(lamda-kappa)*de_p. More...
class	EvolutionLaw_S
	??. More...
class	EvolutionLaw_T
	??. More...
class	ExponentialRV
class	ExponReducing
	XXX?? More...
class	Face
	Surface. More...
class	FactoredSOEBase
	Base class for factored systems of equations. More...
class	FactorsConstraintHandler
	Base class for penalty and Lagrange constraints handlers. More...
class	FatigueMaterial
	FatigueMaterial wraps a UniaxialMaterial and imposes fatigue limits. More...
class	FDdecoupledElastic3D
	??. More...
class	FDEPState
	??. More...
class	fdEvolution_S
	??. More...
class	fdEvolution_SLS
	??. More...
class	fdEvolution_T
	??. More...
class	fdEvolution_TL
	??. More...
class	fdFlow
	??. More...
class	fdFlowDP
	??. More...
class	fdFlowVM
	??. More...
class	fdYield
	??. More...
class	fdYieldDP
	??. More...
class	fdYieldVM
	??. More...
class	FE_Datastore
class	FE_EleConstIter
	Const iterator over the finite elements of the model. More...
class	FE_EleIter
	Iterator over the finite element of the model. More...
class	FE_Element
	Finite element as seen by analysis. More...
class	FE_VertexIter
	Iterador over the vertices of the graph. More...
class	FeapMaterial
	Base class for 2D and 3D FEAP materials. More...
class	FeapMaterial01
	material FEAP 01. More...
class	FeapMaterial02
	material FEAP 02. More...
class	FeapMaterial03
	material FEAP 03. More...
class	FedeasBond1Material
	FedeasBond1Material wraps the FEDEAS 1d material subroutine Bond_1. More...
class	FedeasBond2Material
	FedeasBond2Material wraps the FEDEAS 1d material subroutine Bond_2. More...
class	FedeasBondMaterial
	FedeasBondMaterial wraps the FEDEAS 1d material subroutine Bond_1. More...
class	FedeasConcr1Material
	FedeasConcr1Material wraps the FEDEAS 1d material subroutine Concr_1. More...
class	FedeasConcr2Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...
class	FedeasConcr3Material
	FedeasConcr3Material wraps the FEDEAS 1d material subroutine Concr_3. More...
class	FedeasConcrMaterial
	FedeasConcrMaterial wraps the FEDEAS 1d material subroutine Concr_1. More...
class	FedeasHardeningMaterial
	FedeasHardeningMaterial wraps the FEDEAS 1d material subroutine Hard_1. More...
class	FedeasHyster1Material
	FedeasConcr2Material wraps the FEDEAS 1d material subroutine Concr_2. More...
class	FedeasHyster2Material
	FedeasHyster2Material wraps the FEDEAS 1d material subroutine Hyster_2. More...
class	FedeasMaterial
	FedeasMaterial provides a FORTRAN interface for programming uniaxial material models, using the subroutine interface from the FEDEAS ML1D library, developed by F.C. Filippou. More...
class	FedeasSteel1Material
	FedeasSteel1Material wraps the FEDEAS 1d material subroutine Steel_1. More...
class	FedeasSteel2Material
	FedeasSteel2Material wraps the FEDEAS 1d material subroutine Steel_2. More...
class	fElement
	Wrapper used to call fortran element subroutines from FEAP. More...
class	fElmt02
	Interface with FEAP elements. More...
class	fElmt05
	Interface with FEAP elements. More...
class	FEM_ObjectBroker
	FEM_ObjectBroker is is an object broker class for the finite element method. All methods are virtual to allow for subclasses; which can be used by programmers when introducing new subclasses of the main objects. More...
class	FEM_ObjectBrokerAllClasses
	The same as FEM_ObjectBroker? More...
class	Fiber
	Section fiber. More...
class	FiberData
	Fiber data. More...
class	FiberResponse
	Recorder for fiber response. More...
class	FiberSection2d
	Fiber section model in a bi-dimensional space. Sections stiffness and internal forces are obtained by addition of the fibers contribution. More...
class	FiberSection3d
	Fiber section model in a three-dimensional space. Sections stiffness and internal forces are obtained by addition of the fibers contribution. More...
class	FiberSection3dBase
	Base class for fiber sections on three-dimensional problems. More...
class	FiberSectionBase
	Base class for fiber sections. More...
class	FiberSectionGJ
	Fiber section with torsional stiffness. More...
class	FiberSectionRepr
	Fiber section representation. More...
class	FiberSectionShear3d
	FiberSectionShear3d decorates an MP section (couple bending and axial) with an uncoupled shear relation. More...
class	FiberSets
	Fiber sets container. More...
class	FieldInfo
	Information about a field defined over a set. More...
class	FileDatastore
struct	fileDatastoreOutputFile
class	FilePlotter
	A FilePlotter will create a line graph using xy points found in a file. Probably to deprecate. More...
class	FileStream
class	Filter
class	FindCurvatures
class	FindDesignPointAlgorithm
class	FiniteDeformationElastic3D
	3D finite deformation elastic material. More...
class	FiniteDeformationEP3D
	Finite deformation elasto-plastic 3D material. More...
class	FiniteDifferenceGradGEvaluator
class	FirstPrincipalCurvature
class	FixedLocationBeamIntegration
	Integration points at fixed locations. More...
class	FixedStepSizeRule
class	FlatSliderSimple2d
class	FlatSliderSimple3d
class	FluidSolidPorousMaterial
	??. More...
class	ForceBeamColumn2d
	Force based 2D beam column element with SeccionBarraPrismatica type nonlinear material. More...
class	ForceBeamColumn3d
	3D force based beam column element with nonlinear SeccionBarraPrismatica type material. More...
class	ForceReprComponent
	Base class for components that represent forces. More...
class	FORMAnalysis
class	FOSMAnalysis
class	FourNodeQuad
	Four node quad. More...
class	FourNodeQuadUP
	Four-node plane-strain element using bilinear isoparametric formulation. This element is implemented for simulating dynamic response of solid-fluid fully coupled material, based on Biot's theory of porous medium. Each element node has 3 degrees-of-freedom (DOF): DOF 1 and 2 for solid displacement (u) and DOF 3 for fluid pressure (p). More...
class	FragilityAnalysis
class	FrequencyAlgo
	Algortihm to obtain the natural frequencies of the model. More...
class	FrictionModel
class	FrictionResponse
class	FullGenEigenSOE
	Dense matrix eigenproblem system of equations. More...
class	FullGenEigenSolver
	base class for full (dense) matrix eigenvalue SOE solvers. More...
class	FullGenLinLapackSolver
	Lapack based full (dense) general matrix SOE solver. More...
class	FullGenLinSOE
	Base class for dense unsymmetric matrix systems of equations. More...
class	FullGenLinSolver
	Base class for full (dense) general linear SOE solvers. More...
class	FVector
	Element internal forces. More...
class	FVectorBeamColumn2d
	Internal forces for a beam-column 2D element. More...
class	FVectorBeamColumn3d
	Internal forces for a beam column 3D element. More...
class	FVectorData
	Auxiliary class for the internal forces in a beam-column element. More...
class	FVectorShell
	Ingernal forces for a shell element. More...
class	GammaModulatingFunction
class	GammaRV
class	GaussLobattoQuadRule1d01
	One-dimensional Gauss-Lobatto quadrature. More...
class	GaussModel
	Base class for Gauss integration models. More...
class	GaussPoint
	3D position of Gauss points. More...
class	GaussQuadRule1d
	One-dimensional Gauss quadrature. More...
class	GaussQuadRule1d01
	One-dimensional Gauss quadrature. More...
class	GenericSection1d
	??. More...
class	GenericSectionNd
	?? More...
class	GeomSection
	Cross section geometry. More...
class	GFunEvaluator
class	GFunVisualizationAnalysis
class	GlueNodeToElement
	Glue a node to an element. More...
class	GradGEvaluator
class	GradientProjectionSearchDirection
class	Graph
	The Graph class provides the abstraction of a graph, a collection of vertices and edges. The Graph class is a container class which stores and provides access to Vertex objects. The Vertices contain information about the edges in this design. More...
class	GraphNumberer
	Numberer for problem's degrees of freedom. More...
class	GraphPartitioner
	GraphPartitioner is an abstract base class. Its subtypes are responsible for partioning the vertices of a graph. The partitioning is done in the method partition which sets the colors of the vertices of the graph to colors 1 through numParrtitions. More...
class	GroundMotion
	Base class for ground motions. More...
class	GroundMotionRecord
	Data from a real earthquake. More...
class	GSA_Recorder
	GSA_Recorder is used to create an o/p file which can be read by the Ove Arup's GSA program for postprocessing. More...
class	GumbelRV
class	Hajjar2D
	XXX?? More...
class	HandlerRecorder
	Base class for recorders that get the response of one or more nodes during the analysis. More...
class	HardeningMaterial
	HardeningMaterial provides the abstraction for a one-dimensional rate-independent plasticity model with combined isotropic and kinematic hardening. More...
class	HessianApproximation
class	HHT
	HHT is an algorithmic class for performing a transient analysis using the HHT integration scheme. More...
class	HHT1
	The three parameter Hilbert-Hughes-Taylor time-stepping method. More...
class	HHTBase
	HHTBase is an algorithmic class for performing a transient analysis using the HHTBase integration scheme. More...
class	HHTExplicit
	HHTExplicit is an algorithmic class for performing a transient analysis using the HHTExplicit integration scheme (beta = 0). More...
class	HHTGeneralized
	HHTGeneralized is an algorithmic class for performing a transient analysis using the HHTGeneralized integration scheme. More...
class	HHTGeneralizedExplicit
	HHTGeneralizedExplicit is an algorithmic class for performing a transient analysis using the HHTGeneralizedExplicit integration scheme. More...
class	HHTHybridSimulation
	HHTHybridSimulation is an algorithmic class for performing a transient analysis using the HHTHybridSimulation integration scheme. More...
class	HHTRayleighBase
	HHTRayleighBase is an algorithmic class for performing a transient analysis using the HHTRayleighBase integration scheme. More...
class	HingeBeamIntegration2d
	??. More...
class	HingeBeamIntegration3d
	??. More...
class	HingeEndpointBeamIntegration
	??. More...
class	HingeMidpointBeamIntegration
	??. More...
class	HingeMidpointBeamIntegration2d
	??. More...
class	HingeMidpointBeamIntegration3d
	??. More...
class	HingeRadauBeamIntegration
	Base class for Radau integration on beam with hinges. More...
class	HingeRadauBeamIntegration2d
	Radau integration on beam elements. More...
class	HingeRadauBeamIntegration3d
	Radau integration on 3D beams. More...
class	HingeRadauTwoBeamIntegration
	Radau integration. More...
class	HingeRadauTwoBeamIntegration2d
	??. More...
class	HingeRadauTwoBeamIntegration3d
	??. More...
class	HLRFSearchDirection
class	HSConstraint
	??. More...
class	HystereticEnergy
class	HystereticMaterial
	HystereticMaterial provides the implementation of a one-dimensional hysteretic model with pinching of both force and deformation, damage due to deformation and energy, and degraded unloading stiffness based on maximum ductility. This is a modified implementation of Hyster2.f90 by Filippou. More...
class	ID
class	IDVarSize
class	ImposedMotionBase
	Base class for prescribed displacements at the nodes. More...
class	ImposedMotionSP
	Prescribed value for a single degree of freedom. More...
class	ImposedMotionSP1
	Prescribed value over a single degree of freedom. More...
class	IncrementalIntegrator
	IncrementalIntegrator is an algorithmic class for setting up the finite element equations in an incremental analysis and for updating the nodal response quantities based on the values in the soln vector. More...
class	Inelastic2DYS01
	??. More...
class	Inelastic2DYS02
	??. More...
class	Inelastic2DYS03
	??. More...
class	InelasticYS2DGNL
	Inelastic Element - concentrated hinge model, Fi - Fj interaction at each ends using yield surfaces *. More...
class	Information
	Information about an element. More...
class	InitialInterpolatedLineSearch
	This performs the search by using a form of linear interpolation to find the best solution. More...
struct	intData
class	IntegrationPointsCoords
	Stores the coordinates of the integration points. More...
class	Integrator
	Base class for the object that performs the integration of physical properties over the domain to form the system stiffness matrix. More...
class	IntegratorVectors
	Vectores empleados en varios integrators. More...
class	InteractionDiagram
	@ingroup MATSCCDiagInt More...
class	InteractionDiagram2d
	@ingroup MATSCCDiagInt More...
class	InteractionDiagramData
	@ingroup MATSCCDiagInt More...
class	InternalParamsA
	Internal parameters for a p-y material. More...
class	InternalParamsIn
	Internal parameters for a p-y material. More...
class	InternalParamsLR
	Internal parameters for a p-y material. More...
class	InternalParamsLRIn
	Internal parameters for a p-y material. More...
class	InterpolatedGroundMotion
	??. More...
class	IntPtrWrapper
class	Isolator2spring
	"two-spring isolator" material. This material is based on the two-spring model originally developed by Koh and Kelly to represent the buckling behavior of an elastomeric bearing. The material model has been modified to include material nonlinearity and optional strength degradation. More...
class	Isotropic2D01
	??. More...
class	ItpackLinSOE
	ITPACK based systems of equations. More...
class	ItpackLinSolver
	ITPACK based linear SOE solver. More...
class	J2AxiSymm
	J2 Isotropic hardening material class para axysimmetric problems. More...
class	J2PlaneStrain
	J2 Isotropic hardening material class for plane strain problems. More...
class	J2PlaneStress
	J2 Isotropic hardening material class for plane stress problems. More...
class	J2Plasticity
	J2 Isotropic hardening material class. More...
class	J2PlateFiber
	J2 Isotropic hardening material class for plate problems. More...
class	J2ThreeDimensional
	J2 Isotropic hardening material class for 3D problems. More...
class	Joint2D
	2D joint element. More...
class	Joint2DPhysicalProperties
	Physical properties for shells. More...
class	Joint3D
	Joint element for three-dimensional problems. More...
class	Joint3DPhysicalProperties
	Physical properties for shells. More...
class	JonswapSpectrum
class	KDTreeElements
class	KDTreeNodes
class	KEigenIntegrator
	Integrator used to obtain the eigenvalues and eigenvectors of the stiffness matrix. More...
class	Kinematic2D01
	2D kinematic yield surface. More...
class	Kinematic2D02
	?? More...
class	KooFilter
class	KooModulatingFunction
class	Kratzig
class	KRSeccion
	Stiffness matrix and resultant vector for a section. More...
class	KrylovNewton
	KrylovNewton is a class which uses a Krylov subspace accelerator on the modified Newton method. The accelerator is described by Carlson and Miller in "Design and Application of a 1D GWMFE Code" from SIAM Journal of Scientific Computing (Vol. 19, No. 3, pp. 728-765, May 1998). More...
class	Lagrange_FE
	Lagrange_FE is a subclass of FE_Element which handles _Constraints using the Lagrange method. More...
class	LagrangeConstraintHandler
	Constraint handler for handling constraints using the Lagrange multipliers method. More...
class	LagrangeDOF_Group
	A LagrangeDOF_Group object is instantiated by a LagrangeConstraintHandler for every constrained node in the domain. More...
class	LagrangeMFreedom_FE
	LagrangeMFreedom_FE is a subclass of FE_Element which handles MFreedom_Constraints using the Lagrange method. More...
class	LagrangeMRMFreedom_FE
	LagrangeMRMFreedom_FE is a subclass of FE_Element which handles MRMFreedom_Constraints using the Lagrange method. More...
class	LagrangeSFreedom_FE
	LagrangeSFreedom_FE is a subclass of SFreedom_FE which handles SFreedom_Constraints using the Lagrange method. More...
class	LaplaceRV
class	LegendreBeamIntegration
	cuadratura Gauss-Legendre More...
class	LimitStateFunction
class	Linea
	Segmento de recta entre dos puntos. More...
class	LineaBase
	Base class for 1D entities. More...
class	Linear
	performs a linear solution algorihm to solve the equations. More...
class	LinearBucklingAlgo
	Algorithm for linear buckling analysis. More...
class	LinearBucklingAnalysis
	Linear buckling analysis. More...
class	LinearBucklingEigenAnalysis
	Linear buckling analysis (used inside an StaticAnalysis). More...
class	LinearBucklingIntegrator
	LinearBucklingIntegrator is an algorithmic class for setting up the finite element equations for a linear buckling analysis. More...
class	LinearCrdTransf2d
	LinearCrdTransf2d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...
class	LinearCrdTransf3d
	Linear coordinate transformation. Performs a linear transformation of element stiffness and responses between local and global reference systems. More...
class	LinearCyclic
	??. More...
class	LinearSeries
	Linear function over time. More...
class	LinearSOE
	Linea system of equations. This is the class definition for LinearSOE. LinearSOE is an abstract base class and thus no objects of it's type can be instantiated. It has pure virtual functions which must be implemented in it's derived classes. LinearSystemOfEqn is an abstraction of the linear system of equation given by : [A]{X} = {B} - {C}, where A is a matrix and B,C and X are vectors. To solve the equation means given A, B and C to find the unknown X such that the equation is satisfied. More...
class	LinearSOEData
	Data (size, arrays,...) for linear system of equations. More...
class	LinearSOESolver
	Solution of the linear system of equations. More...
class	LineSearch
	LineSearch is an abstract base class, i.e. no objects of it's type can be created. Its subclasses seek to find a better solution to R(U)=0 than the solution Ui-1 + delta Ui would give, typically Ui = Ui-1 + factor * delta Ui. More...
class	ListRegiones
	Lista de regiones. More...
class	ListReinfLayer
	Contenedor (lista) de capas de armadura. More...
class	Load
	Base class for loads over nodes or elements. More...
class	LoadBalancer
class	LoadCaseIter
	??. More...
class	LoadCombination
	Load pattern combination (1.5*PP+1.0*CP+1.6*SC ...). More...
class	LoadCombinationGroup
	Load combination container. More...
class	LoadControl
	Sets the incremental factor to apply on the loads for each analysis step. More...
class	Loader
	Base class for the preprocessor objects that create model entities: nodes, elements, loads, etc. More...
class	LoadIter
	Iterator over loads. More...
class	LoadLoader
	Lee load patterns desde archivo. Load definition manager. More...
class	LoadLoaderMember
	??. More...
class	LoadPath
	LoadPath is an algorithmic class for performing a static analysis using a user defined load path (a user specified lambda path). More...
class	LoadPattern
	A LoadPattern object is used to to store reference loads and single point constraints and a TimeSeries function which is used to determine the load factor given the pseudo-time to the model. More...
class	LoadPatternIter
	Load pattern iterator. More...
class	LobattoBeamIntegration
	Base class for Lobatto integration on beams. More...
class	LognormalRV
class	LogWEnergy
	??. More...
class	LowOrderBeamIntegration
class	MachineBroker
	A MachineBroker is responsible for getting an actor process running on the parallel machine. More...
class	MapCadMember
	Container for model entities. More...
class	MapCadMemberBase
	Base class for entity containers of the model. More...
class	MapCasosActivos
class	MapCuerpos
	Body contaainer. More...
class	MapEnt
	Geometric entities container (points, lines, surfaces,...). More...
class	MapEsquemas2d
	Bidimensional scheme container. More...
class	MapEsquemas3d
	Three dimensional scheme container. More...
class	MapFields
	Container of field definitions. More...
class	MapLineas
	Contenedor de puntos del modelo. More...
class	MapLoadPatterns
	Load pattern container. More...
class	MapModelWrapper
	Finite element model wrappers container. More...
class	MapOfTaggedObjects
	The class is responsible for holding and providing access to objects of type TaggedObject. A map template of the standard template class is used to store the pointers to these objects. More...
class	MapOfTaggedObjectsIter
	MapOfTaggedObjectsIter is an iter for returning the TaggedObjects of a storage objects of type MapOfTaggedComponents. More...
class	MapPuntos
	Point container. More...
class	MapSet
	Sets container. More...
class	MapSisRef
	Reference systems container. More...
class	MapSoluMethod
	Solution methods container. More...
class	MapSurfaces
	Contenedor de puntos del modelo. More...
class	MapTrfGeom
	Contenedor de puntos del modelo. More...
class	MapUniformGrids
	Uniform grid container. More...
class	Material
	Base class for materials. More...
class	MaterialLoader
	Material handler (definition, searching,...). More...
class	MaterialResponse
	Recorder for material response. More...
class	MaterialVector
	Material pointer container. It's used by elements to store materials for each integration point. More...
class	MatParameter
class	MatPoint3D
	Integration point on three-dimensional space. More...
class	Matrix
class	MatrixCommMetaData
	Data about the position, size,... of the object to transmit. More...
class	MatrixOperations
class	MatrizPtrBase
	Base class for matrices of pointers to nodes, elements and points. More...
class	MatrizPtrElem
	Matrix of pointers to elements. More...
class	MatrizPtrNod
	Matriz de pointers to nodes. More...
class	MatrizPtrPnt
	Matriz de pointers to puntos. More...
class	MaxNodeDispRecorder
	A MaxNodeDispRecorder is used to determine the max nodal displacement at a collection of nodes over an analysis. (between commitTag of 0 and last commitTag). More...
class	MDEvolutionLaw
	??. More...
class	MDPotentialSurface
	??. More...
class	MDPotentialSurface01
	??. More...
class	MDYieldSurface
	??. More...
class	MEDBaseInfo
	Base class for infomation objects. More...
class	MEDCellBaseInfo
	Basic information about mesh cells. More...
class	MEDCellInfo
	Information about mesh cells (conectivity,...). More...
class	MEDDblFieldInfo
	Information about an scalar field defined on a mesh subset. More...
class	MEDFieldInfo
	Information about a field defined over a mesh subset. More...
class	MEDGaussModel
	Information about Gauss model. More...
class	MEDGroupInfo
	Information about node and element sets. More...
class	MEDIntFieldInfo
	Information about field defined over a mesh subset. More...
class	MEDMapConectividad
	Information about mesh cells connectivity. More...
class	MEDMapIndices
	Map between the indexes in XC and in MEDMEM. More...
class	MEDMapNumCeldasPorTipo
	Number of cells de cada tipo. More...
class	MEDMesh
	Envoltorio para el objeto MESHING de MED. More...
class	MEDMeshing
	Envoltorio para el objeto MESHING de MED. More...
class	MEDObject
	Base class for MED objects. More...
class	MEDTFieldInfo
	Iformation about a field defined over a mesh subset. More...
class	MEDVertexInfo
	Information about mesh vertex. More...
class	Mehanny
class	MembranePlateFiberSection
	Fiber model for plate/membrane materials. More...
class	MeritFunctionCheck
class	Mesh
	Finite element mesh. More...
class	MeshComponent
	Base class for nodes and elements (mesh components). More...
class	MeshComponentContainer
	Base class for the element and constraint containers. More...
class	MeshCompRecorder
	Base class for mesh components recorders. More...
class	MeshEdge
	Mesh edge. More...
class	MeshEdges
	Element edge container. More...
class	MeshRegion
class	Message
	Message between processes. More...
class	Metis
	type of GraphPartitioner which uses 'METIS - Unstructured Graph Partitioning And Sparse Matrix Ordering System', developed by G. Karypis and V. Kumar at the University of Minnesota. The metis files are found in metis-2.0 which were downloaded. More...
class	MFreedom_Constraint
	Multi-freedom constraint. Objectt of this class store the information for a multifreedom constraint. A multifreedom constraint relates certain dof at a constrained node to be related to certain dof at a retained node: {Uc} = [Ccr] {Ur}. More...
class	MFreedom_ConstraintBase
	Base class for mult-freedom constraints. More...
class	MFreedom_ConstraintIter
	Iterator over multi-freedom constraints. More...
class	MFreedom_FE
	?? More...
class	MFreedom_Joint
	Base class for joint constraints. More...
class	MFreedom_Joint2D
	??. More...
class	MFreedom_Joint3D
	??. More...
class	MidDistanceBeamIntegration
class	MillMachineBroker
class	MinMaxMaterial
	Stores max and min strain values. More...
class	MinUnbalDispNorm
	Specifies the incremental load factor such that the residual displacement norm in minimized. More...
class	ModalAnalysis
	Modal analysis. More...
class	ModelBuilder
class	ModelGraph
	Base class for model graph. More...
class	ModelWrapper
	Wrapper for the finite element model "seen" from the solver. The model wrapper is definied by: More...
class	ModifiedNewton
	Uses the tangent stiffness matrix computed in the first iteration until convergence is achieved. More...
class	ModNewtonRootFinding
class	ModulatingFunction
class	MooneyRivlinSimoWEnergy
	??. More...
class	MooneyRivlinWEnergy
	??. More...
class	MotionHistory
	Data that define acceleration, velocities and displacements due to a earthquake. More...
class	MovableBJTensor
	BJTensor that can move between processes. More...
class	MovableContainer
	Container that can move between processes. More...
class	MovableID
	ID that can move between processes. More...
class	MovableMap
	Template class for maps that can move between processes. More...
class	MovableMatrices
	Matrices that can move between objects. More...
class	MovableMatrix
	Matrix that can move between processes. More...
class	MovableObject
	Object that can move between processes. More...
class	MovableString
	String that can move between processes. More...
class	MovableStrings
	Strings that can move between processes. More...
class	MovableVector
	Vector that can move between processes. More...
class	MovableVectors
	Vector can move between processes. More...
class	MPBase_FE
	?? More...
class	MPI_Channel
	MPI_Channel is a sub-class of channel. It is implemented with Berkeley stream sockets using the TCP protocol. Messages delivery is garaunteed. Communication is full-duplex between a pair of connected sockets. More...
class	MPI_ChannelAddress
	It is used to encapsulate the addresses used to send/recv messages using the MPI library. More...
class	MPI_MachineBroker
	MPI_MachineBroker is the broker responsible for monitoring the usage of the processes in an mpi run. More...
class	MPSPBaseFE
	Base class for MFreedom_FE y SFreedom_FE. More...
class	MRMFreedom_Constraint
	Multiple retained nodes constraint. More...
class	MRMFreedom_ConstraintIter
	Iterador over multiple retained nodal constraints. More...
class	MRMFreedom_FE
	?? More...
class	MultiaxialCyclicPlasticity
	??. More...
class	MultiaxialCyclicPlasticity3D
	??. More...
class	MultiaxialCyclicPlasticityAxiSymm
	??. More...
class	MultiaxialCyclicPlasticityPlaneStrain
	??. More...
class	MultiLinearKp
	XXX??. More...
class	MultiSupportPattern
	The Multi-Support pattern allows similar or different prescribed ground motions to be input at various supports in the structure. More...
class	MultiYieldSurface
	??. More...
class	MVFOSMAnalysis
class	MyRCM
	Class which performs the Reverse Cuthill-McKee numbering scheme on the vertices of a graph. This is done by invoking the number() method with the Graph to be numbered. More...
class	MySqlDatastore
class	NarrowBandSpectrum
class	NatafProbabilityTransformation
class	NDAdaptorMaterial
	??. More...
class	nDarray
class	nDarray_rep
class	NDMaterial
	Base class for 2D and 3D materials. More...
class	NDMaterialPhysicalProperties
	Physical properties for solid mechanics. More...
class	NEES_table
class	NEESData
class	NeoHookeanCompressible3D
	??. More...
class	NeoHookeanWEnergy
	??. More...
class	NewElement
	Element prototype. More...
class	Newmark
	The two parameter time-stepping method developed by Newmark. More...
class	Newmark1
	Newmark1 is an algorithmic class for performing a transient analysis using the Newmark1 integration scheme. More...
class	NewmarkBase
	The two parameter time-stepping method developed by NewmarkBase. More...
class	NewmarkBase2
	??. More...
class	NewmarkExplicit
	NewmarkExplicit is an algorithmic class for performing a transient analysis using the explicit Newmark integration scheme (beta = 0). More...
class	NewmarkHybridSimulation
	NewmarkHybridSimulation is an algorithmic class for performing a transient analysis using the Newmark integration scheme. More...
class	NewmarkSensitivityIntegrator
class	NewtonBased
	Uses the tangent stiffness matrix on each iteration (with or without updating) until convergence is achieved. More...
class	NewtonCotesBeamIntegration
	Newton-Cotes integration on beam elements. More...
class	NewtonLineSearch
	performs a Newton-Raphson with line search solution algorithm in solving the equations as outline in Crissfields book. More...
class	NewtonRaphson
	Uses the tangent stiffness matrix on each iteration until convergence is achieved. More...
class	NewUniaxialMaterial
	??. More...
class	NineFourNodeQuadUP
	9-4-node (9 node for solid and 4 node for fluid) plane strain element for solid-fluid fully coupled analysis. This implementation is a simplified u-p formulation of Biot theory (u - solid displacement, p - fluid pressure). Each element node has two DOFs for u and 1 DOF for p. More...
class	NineNodeMixedQuad
	Nine node quad. More...
class	NLBeamColumn2d
	Nonlinear beam-column bidimensional elements. More...
class	NLBeamColumn3d
	3D materially nonlinear flexibility based frame element. More...
class	NLForceBeamColumn2dBase
class	NLForceBeamColumn3dBase
	Base clas for 3D force beam column elements with SeccionBarraPrismatica type material. More...
class	NMPointCloud
	(N,M) point set More...
class	NMPointCloudBase
	(N,M) point set base More...
class	NMyMzPointCloud
	(N,My,Mz) point set More...
class	NodalLoad
	Load over a node. More...
class	NodalLoadIter
	Iterador sobre las nodal loads. More...
class	Node
	Mesh node. More...
class	NodeAccelVectors
	Vectors that store trial and commited values of the node acceleration. More...
class	NodeDispVectors
	Vectores to store trial and commited values («commited») on node displacements. More...
class	NodeIter
	Iterador sobre el conteedor de nodos. More...
class	NodeLoader
	Node creation manager. More...
class	NodeLocations
class	NodeLocker
	Single freedom constraints that make part of a load pattern. More...
class	NodeLockerIter
	Iterador sobre los objetos de tipo NodeLocker. More...
class	NodeLockers
	NodeLocker container. More...
class	NodePos
	Node position for its use in the KDTree. More...
class	NodePropRecorder
class	NodePtrs
	Pointers to nodes. More...
class	NodePtrsWithIDs
	Node pointer container for elements. More...
class	NodeRecorder
	Recording of specified nodal DOF responses for the specified nodes. More...
class	NodeRecorderBase
	Base class for the node recorders. More...
class	NodeVectors
	Vectores to store trial and commited values of node displacement, velocity, etc. More...
class	NodeVelVectors
	Vectores to store trial and commited values of node velocity. More...
class	NormalizedPeak
class	NormalRV
class	NullEvolution
	Useful for declaring inner-surfaces or pinching surfaces or just plain elastic-perfectly plastic surfaces that do not evolve. More...
class	NullPlasticMaterial
class	NullYS2D
	Null 2D yield surface. More...
class	ObjectBroker
	Base class for brokers. More...
class	ObjWithRecorders
	Objeto capaz de gestionar Recorders. More...
class	OgdenSimoWEnergy
	??. More...
class	OgdenWEnergy
	??. More...
class	OgdenWEnergyBase
	??. More...
class	OpenSeesGFunEvaluator
class	OpenSeesGradGEvaluator
class	OPS_Stream
class	OptimalityConditionReliabilityConvergenceCheck
class	OptimizationAnalysis
class	OracleDatastore
class	Orbison2D
	Orbison 2D yield surface. More...
class	OutCrossingAnalysis
class	ParallelMaterial
	Parallel connected materials. More...
class	ParallelNumberer
	The ParallelNumberer numbers the dof of a partitioned domain, where the partitions are on different processors and each processor has a ParallelNumberer. The ParalellNumberer sitting on P0, collects each partition graph from P1 through Pn-1, merges them into 1 large graph, & then numbers this graph. The ParallelNumberers sitting on P1 through Pn-1 then receive the mapping info for the dof tag and dof numbering from P0. More...
class	ParamAgotTN
	Parameter that define the ultimate limit states of a RC section under normal stresses. More...
class	Parameter
class	ParameterIDBeamIntegration
	Integration points at fixed locations. More...
class	ParameterPositioner
class	ParametricReliabilityAnalysis
class	ParetoRV
class	ParkAng
class	ParticlePos3d
	Natural coordinates of an element's particle. More...
class	PartitionedDomain
	Partitioned domain. More...
class	PartitionedDomainEleIter
class	PartitionedDomainSubIter
class	PartitionedModelBuilder
class	PathIndependentMaterial
	PathIndependentMaterial uses a UniaxialMaterial object to represent a path-independent uniaxial material. Since it is path-independent, no state information is stored by PathIndependentMaterial. More...
class	PathSeries
	Time-dependent function that linear interpolates the load factor using user specified control points provided in a vector object. the points in the vector are given at regular time increments pathTimeIncr apart. More...
class	PathSeriesBase
	Base class for time-dependent functions defined by a series of points (ti,fi). More...
class	PathTimeSeries
	Time-dependent function that linear interpolates the load factor using user specified control points provided in a vector object. the points in the vector are given at time points specified in another vector. More...
class	PatternRecorder
	A PatternRecorder records loads values from a LoadPattern. More...
class	PBowlLoading
	??. More...
class	PDeltaCrdTransf2d
	PDeltaCrdTransf2d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...
class	PDeltaCrdTransf3d
	PDeltaCrdTransf3d provides the abstraction of a linear transformation for a spatial frame between the global and basic coordinate systems. More...
class	PeakOriented2D01
	?? More...
class	PeakOriented2D02
	Grows/shrinks one side while keeping the diametrically opposite end the same. Kp_isoXPos = Kp_isoXNeg = (should be) Kp_kinX Since kinematic is function of back-stress and isotropic is a function of plastic-strains - calibration will be difficult. More...
class	PenaltyConstraintHandler
	PenaltyConstraintHandler is a constraint handler deals with both single and multi point constraints using the penalty method. for each element and degree-of-freedom at a node it constructs regular FE_Element and DOF_Groups; for each SFreedom_Constraint and MFreedom_Constraint PenaltySFreedom_FE and PenaltyMFreedom_FE elements are created. More...
class	PenaltyMFreedom_FE
	PenaltyMFreedom_FE is a subclass of FE_Element which handles MFreedom_Constraints using the penalty method. More...
class	PenaltyMRMFreedom_FE
	PenaltyMRMFreedom_FE is a subclass of FE_Element which handles MRMFreedom_Constraints using the penalty method. More...
class	PenaltySFreedom_FE
	PenaltySFreedom_FE is a subclass of SFreedom_FE which handles SFreedom_Constraints using the penalty method. More...
class	PeriodicNewton
	PeriodicNewton is a class which performs a Periodic Newton-Raphson solution algorihm in solving the equations. More...
class	PeriodSeries
	Periodic function over time. More...
class	PetscSOE
	PETSC based system of equations. More...
class	PetscSolver
	PETSC library based SOE solver. More...
class	PetscSparseSeqSolver
	PETSC based sparse general matrix SOE solver. More...
class	PhysicalProperties
	Base class for element's physical properties. More...
class	Pinching
	??. More...
class	Pinching4Material
	??. More...
class	PinchingDamage
	??. More...
class	Pivots
	Pivot positions computed for a bending plane. More...
class	PivotsUltimateStrains
	Definition of ultimate strains for the pivots. More...
class	PlainHandler
	Trivial constraint handler. More...
class	PlainNumberer
	Trivial DOF numberer. More...
class	PlaneStressMaterial
	Material for plane stress problems. More...
class	PlasticHardening2D
	?? More...
class	PlasticHardeningMaterial
	Plastic material with strain hardening. More...
class	PlasticLengthsBeamIntegration
	??. More...
class	PlateBase
	Base class for bidimensional membrane/plate/shell materials. More...
class	PlateFiberMaterial
	Builds a material that can be used in a plate fiber from its definition as three-dimensional material. More...
class	Pnt
	Punto (KPoint). More...
class	PointsSpectrum
class	PolakHeSearchDirectionAndMeritFunction
class	Positioner
class	PotentialSurface
	The goal is to create a platform for efficient and easy implemetation of any elasto-plastic constitutive model. More...
class	PQyzBase
	Base class for PySimple1 y QzSimple1. More...
class	Preprocessor
	Finite element model generation tools. More...
class	PressureDependentElastic3D
	??. More...
class	PressureDependMultiYield
	??. More...
class	PressureDependMultiYield02
	?? More...
class	PressureDependMultiYieldBase
	??. More...
class	PressureIndependMultiYield
	??. More...
class	PressureMultiYieldBase
	??. More...
class	ProbabilityTransformation
class	ProblemaEF
	Finite element problem. More...
class	ProcSolu
	Solution procedure for the finite element problem. More...
class	ProcSoluControl
	Container for the objects that control the solution procedure. More...
class	profilematrix
class	profilematrix_rep
class	ProfileSPDLinDirectBase
	Base class for profile matris linear SOE solvers. More...
class	ProfileSPDLinDirectBlockSolver
	solves a ProfileSPDLinSOE object using the LDL^t factorization. More...
class	ProfileSPDLinDirectSkypackSolver
	Skypakc based linear SOE solver. More...
class	ProfileSPDLinDirectSolver
	It solves a ProfileSPDLinSOE object using the LDL^t factorization. More...
class	ProfileSPDLinDirectThreadSolver
	solves a ProfileSPDLinSOE object using the LDL^t factorization (threaded version). More...
class	ProfileSPDLinSOE
	Profile matrix system of equations. More...
class	ProfileSPDLinSolver
	Base class for profile matrix linear SOE solvers. More...
class	ProfileSPDLinSubstrSolver
	Some kind of profile matrix linear SOE solver. More...
class	PropRecorder
class	ProtoArcLength
	Base class for arc length integrators. More...
class	ProtoBeam2d
	Base class for 2D beam elements. More...
class	ProtoBeam3d
	Base class for 3D beams. More...
class	ProtoElementLoader
	Finite element creation. More...
class	ProtoTruss
	Base class for truss elements. More...
class	PseudoTimeTracker
	Registro del tiempo. More...
class	PtrCommMetaData
	Data about the position, size,... of the pointer to transmit. More...
class	PulseBaseSeries
	Base class for pulse type time series. More...
class	PulseSeries
	Pulse type function. More...
class	PYBase
	Material que representa una curva p-y. More...
class	PyLiq1
	??. More...
class	PySimple1
	Material que representa una curva p-y. More...
class	PySimple1Gen
	??. More...
class	QuadBase4N
	Base class for 4 node quads. More...
class	QuadBase9N
	Base class for nine node quads. More...
class	QuadCell
	Quadrilateral cell. More...
class	QuadraticCyclic
	??. More...
class	QuadRule
	Integration rule (quadrature). More...
class	QuadRule1d
	Base class for one-dimesional integrations rules (quadratures). More...
class	QuadRule1d01
	One-dimensional quadrature. More...
class	QuadSurface
	Quadrangle defined by its four vertices. More...
class	QzSimple1
	Material que representa la resistencia por fuste de un pilote. More...
class	RadauBeamIntegration
	Base class for Radau integration on beam elements. More...
class	RandomNumberGenerator
class	RandomVariable
class	RandomVariablePositioner
class	RawConcrete
	Base class for concrete materials. More...
class	RayleighBase
	Base class for Rayleigh integrators. More...
class	RayleighDampingFactors
	Rayleigh damping factors. More...
class	RayleighRV
class	RCM
	Class designed to perform the Reverse Cuthill-McKee numbering scheme on the vertices of a graph. This is done by invoking the number() method with the Graph to be numbered. More...
class	Recorder
	An Recorder object is used in the program to store/restore information at each commit(). More...
class	RectangularSeries
	Pulso rectangular. More...
class	Reflection
	Reflection transformation. More...
class	RegionSecc
	Region of a section that corresponds with a material. More...
class	RegulaFalsiLineSearch
	performs the search for U(i+1) = U(i) + eta * deltaU(i) by regula falsi method to find the best solution. More...
class	ReinfBar
	Reinforcing bar. More...
class	ReinfLayer
	Rebar layer. More...
class	ReinforcingSteel
	??. More...
class	ReleaseHeavierToLighterNeighbours
class	ReliabilityAnalysis
class	ReliabilityConvergenceCheck
class	ReliabilityDomain
class	ReliabilityDomainComponent
class	RespFiberSectionShear3d
class	RespMembraneMaterial
class	Response
class	ResponseId
	Stiffness material contribution response identifiers. More...
class	ResponseQuantities
	Response quantities. More...
class	RespPlateMaterial
class	RespPMz
class	RespPMzMy
class	RespPMzMyT
class	RespPMzV
class	RespPMzVyMyVzT
class	RespPVyMz
class	RespShellMaterial
class	RespVyP
class	RgQuadCell
	Region of a section that creates quadrilateral cells. More...
class	RgSccCirc
	Circular shaped patch. More...
class	RgSccPoligono
class	RgSccQuad
	Quad that discretizes in quad cells. More...
class	RigidBase
	Base class for the "rigid body motion" conditions. More...
class	RigidBeam
	Imposes a rigid body motion to the nodes of the rigid beam. More...
class	RigidDiaphragm
	Imposes a rigid body motion to the nodes on included in the diaphragm . More...
class	RigidRod
	constructs MFreedom_Constraint objects for a rigid rod, all translational dof are constrained to be equal at the retained and constarined nodes. More...
class	RMC01PotentialSurface
	Functions for rounded Mohr-Coulomb potential function. More...
class	RMC01YieldSurface
	Functions for rounded Mohr-Coulomb yield function. More...
class	RootFinding
class	Rotation
	Rotation transformation. More...
class	SamplingAnalysis
class	Scaling
	Scale transformation. More...
class	SearchDirection
class	SearchWithStepSizeAndStepDirection
class	SecantLineSearch
	performs the search for U(i+1) = U(i) + eta * deltaU(i) by using the secant method to find the best solution. More...
class	SecantRootFinding
class	SeccionBarraPrismatica
	Base class for beam-column cross sections. Constitutive equations of the section. More...
class	SeccionInerte
	Cross-section representation able to return mechanical propertis a area, moments of inertia,... More...
class	SectionAggregator
	SectionAggregator decorates an MP section (couple bending and axial) with an uncoupled shear relation. More...
class	SectionFDPhysicalProperties
	Physical properties for shells. More...
class	SectionForceDeformation
	Base class for force deformation section models. Constitutive equations of the section. More...
class	SectionMatrices
	Matrices for each section (used in BeamColumnWithSectionFD) More...
class	SectionRepres
	Material distribution on a cross section. More...
struct	SecuenciaLados
	Order in edges of an hexaedron face. More...
class	Segment
	Segment de recta entre dos puntos. More...
class	SensitivityAlgorithm
class	SensitivityIntegrator
class	SeriesMaterial
	Serially connected uniaxial materials. More...
class	Set
	Object set. More...
class	SetBase
	Base de las clases Set y SetEstruct. More...
class	SetEstruct
	structured set, i. e. a set that can return a pointer a to a node or an element from its indices i,j and k. More...
class	SetFila
	Set of objects in a row. More...
class	SetFilaI
	Set of objecst in a row. More...
class	SetFilaJ
	Objects in a row. More...
class	SetFilaK
	Set of objects in a row. More...
class	SetMeshComp
	Set of mesh components (nodes, elements and constraints). More...
class	SFreedom_Constraint
	Single freedom constraint. More...
class	SFreedom_ConstraintIter
	Iterator over single freedom constraints. More...
class	SFreedom_FE
	?? More...
class	Shadow
class	ShadowPetscSOE
	??. More...
class	ShadowSubdomain
class	ShedHeaviest
class	ShellBData
	Auxiliary data for shell elements. More...
class	ShellCorotCrdTransf3d
	Base class for 3D coordinate transformation. More...
class	ShellCrdTransf3dBase
	Base class for 3D coordinate transformations. More...
class	ShellLinearCrdTransf3d
	Base class for small displacement 3D coordinate transformations. More...
class	ShellMecLoad
	Mechanical load (forces) over shell elements. More...
class	ShellMITC4
	MIT C4 shell elements. More...
class	ShellMITC4Base
	Base class for MIT C4 shell elements. More...
class	ShellNL
	Lagrangian shell element with membrane and drill. More...
class	ShellStrainLoad
	Load due to restricted material expansion or contraction on Shell elements. More...
class	ShellUniformLoad
	Uniform load over shell elements. More...
class	ShiftedExponentialRV
class	ShiftedRayleighRV
class	SimoPisterWEnergy
	??. More...
class	Simple1GenBase
	??. More...
class	SimpleDOF_Iter
	Iterator over the degrees of freedom of the analysis model. More...
class	SimpleFE_Iter
	Iterator over the model finite elements. More...
class	SimpleNumberer
	Triviel DOF numberer. More...
class	SimulatedRandomProcessSeries
	??. More...
class	SingleBar
	Single rebar (not included in a reinforcement layer). More...
class	SingleDomAllSFreedom_Iter
class	SingleDomEleIter
class	SingleDomLC_Iter
class	SingleDomMFreedom_Iter
class	SingleDomMRMFreedom_Iter
class	SingleDomNodIter
class	SingleDomSFreedom_Iter
class	SingleDomTIter
class	SingleFPSimple2d
class	SingleFPSimple3d
class	SisRef
	Reference system to be used for simpliflying the definition of point positions. More...
class	SisRefCartesianas3d
	Three-dimensional reference system. More...
class	SisRefScc
	Reference system used for make easier definining point positions. More...
class	SisRefSccCartesianas2d
	Bidimensional reference system for a section. More...
class	skymatrix
class	SmallDispCrdTransf2d
	Base class for small displacements 2D coordinate transformations. More...
class	SmallDispCrdTransf3d
	Base class for small displacements 3D coordinate transformations. More...
class	SocketAddress
	It is used to encapsulate the addresses used to send/recv messages using Berkeley sockets. SocketAddress is needed as a friend by UDP_Socket & TCP_Socket. More...
class	SolidMech2D
	Physical properties for solid mechanics. More...
class	SoluMethod
	Solution procedure for the finite element problem. The solution procedure is definde by specifiying: More...
class	SolutionAlgorithm
	Base class for solution algorithms. More...
class	Solver
	Equation solver. More...
class	SORMAnalysis
class	SparseGenColLinSOE
	Sparse nonsymmetric matrix linear system of equations. More...
class	SparseGenColLinSolver
	Base class for sparse general matrix linear SOE solver. More...
class	SparseGenRowLinSOE
	Sparse nonsymmetric matrix linear system of equations. More...
class	SparseGenRowLinSolver
	Base class for sparse general matrix linear SOE solvers. More...
class	SparseGenSOEBase
	Sparse unsymmetric matris system of equations. More...
class	SparseSOEBase
	Base class for sparse matrix systems of equations. More...
class	Spectrum
class	Spot
	Point object for section geometry definition. More...
class	Spring
class	SQLiteDatastore
class	SQPsearchDirectionMeritFunctionAndHessian
class	StandardEigenAlgo
	Standard eigenvalues algorithm. More...
class	StandardLinearOscillatorAccelerationFilter
class	StandardLinearOscillatorDisplacementFilter
class	StandardLinearOscillatorVelocityFilter
class	StandardReliabilityConvergenceCheck
class	StandardStream
class	StaticAnalysis
	performs a static analysis on the FE_Model. More...
class	StaticDomainDecompositionAnalysis
	StaticDomainDecompositionAnalysis is a subclass of DomainDecompositionAnalysis used to perform a static analysis step on a subdomain. More...
class	StaticIntegrator
	Base class for static integrators. More...
class	StaticSensitivityIntegrator
class	Steel01
	Uniaxial material model for steel. More...
class	Steel02
	Uniaxial material for steel. Menegotto-Pinto steel model with Filippou isotropic hardening. More...
class	Steel03
	Steel 03 uniaxial material. More...
class	SteelBase
	Base class for steel uniaxial materials. More...
class	SteelBase0103
	Base class for Steel01 and Steel03. More...
class	StepSizeRule
class	StoFibras
	Contenedor de fibras. More...
class	StraightReinfLayer
	Set of rebars distributed along a segment. More...
class	straintensor
	Strain tensor. More...
class	stresstensor
class	Subdomain
class	SubdomainAnalysis
	SubdomainAnalysis is a subclass of AnalysisAnalysis, it is used when performing a domain decomposition analysis. It provides methods which can be invoked by a subdomain to perform the numerical computations required. More...
class	SubdomainIter
class	SubdomainNodIter
class	SubstructuringAnalysis
	SubstructuringAnalysis is a subclass of Analysis, it is used when performing a domain decomposition analysis. It provides methods which can be invoked by a subdomain to perform the numerical computations required. More...
class	SuperLU
	SuperLU based sparse general matrix linear SOE solver. More...
class	SwapHeavierToLighterNeighbours
class	SymArpackSOE
	Arpack system of equations for symmetric matrices. More...
class	SymArpackSolver
	Arpack based symmetric matrix eigenvalue SOE solver. More...
class	SymBandEigenSOE
	Band symmetric matrix eigenvaules system of equations. More...
class	SymBandEigenSolver
	Base class for symmetric band matrix eigenvalue SOE solvers. More...
class	SymSparseLinSOE
	Sparse symmetric matrix systems of equations. More...
class	SymSparseLinSolver
	Solver for symmetric sparse linear SOE. More...
class	SystemAnalysis
class	SystemOfEqn
	System of equations base class. More...
class	T2Vector
	Tensor de segundo orden. More...
class	TaggedObject
	Object idenfied by an integer (tag). More...
class	TaggedObjectIter
	An TaggedObjectIter is an iter for returning the Components of an object of class TaggedObjectStorage. It must be written for each subclass of TaggedObjectStorage (this is done for efficiency reasons), hence the abstract base class. More...
class	TaggedObjectStorage
	TaggedObjectStorage. A TaggedObjectStorage object a container object used to hold objects of type TaggedObject; each object of which has some UNIQUE identifier. More...
class	TclGFunEvaluator
class	TclMatlabGFunEvaluator
class	TCP_Socket
	TCP_Socket is a sub-class of channel. It is implemented with Berkeley stream sockets using the TCP protocol. Messages delivery is garaunteed. Communication is full-duplex between a pair of connected sockets. More...
class	TCP_SocketNoDelay
	TCP_SocketNoDelay is a sub-class of channel. It is implemented with Berkeley stream sockets using the TCP protocol. Messages delivery is garaunteed. Communication is full-duplex between a pair of connected sockets. More...
class	Template3Dep
	3 More...
class	TensorCommMetaData
	Data about the address, size,... of the tensor to transmit. More...
class	ThreadedSuperLU
	Threaded SuperLU based sparse general matrix linear SOE solver. More...
class	Timer
class	TimeSeries
	Time variation of loads.A TimeSeries object is used to determine the load factor to be applied to the loads in a pettern. to the model. More...
class	TimeSeriesIntegrator
	Time integration of time series. A TimeSeriesIntegrator describes the numerical integration of a ground motion record used in a dynamic analysis. More...
class	TotalLagrangianFD20NodeBrick
	Twenty node hexahedron with lagrangian formulation. More...
class	TransfCooLoader
	Manager for the creation/deletion of coordinate transformations. More...
class	TransformationConstraintHandler
	TransformationConstraintHandler is a constraint handler for handling constraints using the Transformation method. For each element and degree-of-freedom at a node it constructs regular FE_Element and DOF_Groups if there is no SFreedom_Constraint or MFreedom_Constraint constraining an elements node or the node; otherwise a TransformationFE element and a TransformationDOF_Group are created. More...
class	TransformationDOF_Group
	A TransformationDOF_Group object is instantiated by the TransformationConstraintHandler for every node in the domain which is constrained by an MFreedom_Constraint or an SFreedom_Constrant. More...
class	TransformationFE
	TransformationFE objects handle MFreedom_Constraints using the transformation method T^t K T. SFreedom_Constraints are handled by the TransformationConstraintHandler. More...
class	TransientAnalysis
	Analysis of the time-dependent response of the model. More...
class	TransientDomainDecompositionAnalysis
	Transient analysis witn domain decomposition. More...
class	TransientIntegrator
	Base class for dynamic equations of motion integrators. More...
class	Translation
	Translation transformation. More...
class	TrapezoidalBeamIntegration
	Trapezoidal integration scheme. More...
class	TrapezoidalModulatingFunction
class	TrapezoidalTimeSeriesIntegrator
	integrates a ground motion TimeSeries using the trapezoidal rule. More...
class	TrfGeom
class	Tri31
	3 node triangle. More...
class	TriangCell
	Triangle shaped cell for section discretization. More...
class	TriangleSeries
	Serie de ondas triangulares. More...
class	TriBase3N
	Base class for 3 node triangles. More...
class	TriFCYieldSurface
	Yield surface is based on article by Menetrey, P. and William, K.J. published in 1995 in ACI Structural Journal pp 311-318. Purpose of the Yield surface is to model triaxial strenght of concrete. More...
class	TrigSeries
	Trigonometric functions over time. A TrigSeries object provides a sine time series. the factor is given by the pseudoTime (x), pulse period (T), phase shift (phi), i.e. by sin(2*PI*(x-xo)/T + phi), and a constant factor provided in the constructor, the duration by tStart and tFinal;. More...
class	TritrizPtrBase
	"Tritriz" de pointers to objetos. More...
class	TritrizPtrElem
	"Tritriz" of pointers to elements. More...
class	TritrizPtrNod
	"Tritriz" of pointers to elements. More...
class	TritrizPtrPnt
	"Tritriz" of elment pointers. More...
class	Truss
	Barra articulada. More...
class	TrussBase
	Base class for truss elements. More...
class	TrussSection
	Truss element with SectionForceDeformation material. More...
class	TrussStrainLoad
	Load due to restricted material expansion or contraction on truss elements. More...
class	Twenty_Node_Brick
	Hexaedro de veinte nodos. More...
class	TwentyEightNodeBrickUP
	Hexaedro de veintiocho nodos. More...
class	TwentyNodeBrick
	Hexaedro de veinte nodos. More...
class	TwentyNodeBrick_u_p_U
	Hexaedro de veinte nodos. More...
class	TwentySevenNodeBrick
	Twenty seven node hexahedron with lagrangian formulation. More...
class	Type1LargestValueRV
class	Type1SmallestValueRV
class	Type2LargestValueRV
class	Type3SmallestValueRV
class	TzLiq1
	??. More...
class	TzSimple1
	Material que representa una curva t-z. More...
class	TzSimple1Gen
	??. More...
class	UDP_Socket
	DP_Socket is a sub-class of channel. It is implemented with Berkeley datagram sockets using the UDP protocol. Messages delivery is thus unreliable. More...
class	UmfpackGenLinSOE
	UMFPACK (see SuiteSparse) based systems of equations. More...
class	UmfpackGenLinSolver
	UMFPACK based sparse matrix linear SOE solver. More...
class	UnbalAndTangent
	Vector de fuerza desequilibrada y tangent stiffness matrix. More...
class	UnbalAndTangentStorage
	Vector de fuerza desequilibrada y tangent stiffness matrix. More...
class	UniaxialFiber
	Representa una fibra de material uniaxial. More...
class	UniaxialFiber2d
	Uniaxial fiber on a bi-dimensional space. More...
class	UniaxialFiber3d
	Uniaxial fiber on a three-dimensional space. More...
class	UniaxialHistoryVars
	UniaxialHistoryVars stores values for strain and stiffness. More...
class	UniaxialMaterial
	Base class for uniaxial materials. More...
class	UniaxialMatPhysicalProperties
	Physical properties for shells. More...
class	UniaxialStateVars
	UniaxialStateVars stores values for material strain, stress and stiffness. More...
class	UniformExcitation
	Load pattern for a earthquake with a similar excitation for all supports. More...
class	UniformGrid
	Uniform mesh. Uniform node distributionn on x, y and z. More...
class	UniformRV
class	UpdatedLagrangianBeam2D
	Lagrangian 2D beam element. More...
class	UserDefinedBeamIntegration
	User defined integration over the beam. More...
class	UserDefinedBeamIntegrationBase
	Base class for user defined integration on beam elements. More...
class	UserDefinedHingeIntegration
	Base class for user defined integration on beam with hinges. More...
class	UserDefinedHingeIntegration2d
	User defined integration. More...
class	UserDefinedHingeIntegration3d
	3D hinge user defined integration. More...
class	UserDefinedHingeIntegrationBase
	Base class for hinge user defined integration. More...
class	UserDefinedRV
class	VariableTimeStepDirectIntegrationAnalysis
	perform a dynamic analysis on the FE_Model using a direct integration scheme. More...
class	VDependentFriction
class	Vector
class	VectorCells
	Cells vector. More...
class	VectorReinfBar
	Vector de barras de armadura. More...
class	VectorSeccionesBarraPrismatica
	Vector of pointers to SeccionBarraPrismaticaes. used to store the sections for each integration point. More...
class	Vertex
	Vertex of a graph. More...
class	VertexIter
	Iterator over the vertices of the graph. More...
class	ViscousMaterial
	Material de tipo viscoso. More...
class	VMPotentialSurface
	Von Mises potential surface. More...
class	VMYieldSurface
	Von Mises yield surface. More...
class	VPDependentFriction
class	WeibullRV
class	WEnergy
	?? More...
class	WilsonTheta
	WilsonTheta is an algorithmic class for performing a transient analysis using the WilsonTheta integration scheme. More...
class	YieldSurface
	The goal is to create a platform for efficient and easy implemetation of any elasto-plastic constitutive model. More...
class	YieldSurface_BC
	Yield surface. More...
class	YieldSurface_BC2D
	BC 2D yield surface. More...
class	YieldSurfaceSection2d
	Base class for cross sections with yield surface on a bi-dimensional space (three DOFs for each section). More...
class	YS_Evolution
	Yield surface evolution. More...
class	YS_Evolution2D
	2D yield surface evolution. More...
class	YS_Section2D01
	Cross section with yield surface on a bi-dimensional problem (three DOFs for each section). More...
class	YS_Section2D02
	Cross section with yield surface fro bi-dimensional problem (three degrees of freedom in each section). More...
class	YsVisual
class	ZeroLength
	Zero length material. More...
class	ZeroLengthContact
	Zero length contact element. More...
class	ZeroLengthContact2D
	Zero length element for 2D contact problems. More...
class	ZeroLengthContact3D
	Zero lenght element for 3D problems. More...
class	ZeroLengthMaterials
	A ZeroLengthElement is defined by two nodes with the same coordinate. One or more material objects may be associated with the nodes to provide a force displacement relationship. ZeroLengthMaterials will work with 1d, 2d, or 3d material models. More...
class	ZeroLengthSection
	Zero length element with SectionForceDeformation material. More...

Typedefs
typedef std::map< std::string, LoadCombination * >	LoadCombinationMap
	LoadCombinations.
typedef std::set< Node * >	NodePtrSet
typedef std::list< Fiber * >	contenedor_fibras
	Contenedor de fibras.
typedef struct XC::fileDatastoreOutputFile	FileDatastoreOutputFile
typedef map< int, FileDatastoreOutputFile * >	MAP_FILES
typedef MAP_FILES::value_type	MAP_FILES_TYPE
typedef MAP_FILES::iterator	MAP_FILES_ITERATOR
typedef struct XC::intData	IntData
typedef struct XC::doubleData	DoubleData

Enumerations
enum	InfoType {   UnknownType, IntType, DoubleType, IdType,   VectorType, MatrixType, TensorType }
enum	DamageType {   NotSpecified, Force, Deformation, PlasticDefo,   TotalEnergy, PlasticEnergy }
enum	ClaseEsfuerzo {   TRACCION_SIMPLE, TRACCION_COMPUESTA, FLEXION_SIMPLE, FLEXION_COMPUESTA,   COMPRESION_SIMPLE, COMPRESION_COMPUESTA, ERROR }
enum	meshing_dir { dirm_i, dirm_j, dirm_k }
enum	openMode { OVERWRITE, APPEND }
enum	floatField { FIXEDD, SCIENTIFIC }

Functions
int	sendDomain (Domain &, int posDbTag, DbTagData &, CommParameters &cp)
	Sends domain through the specified channel.
int	receiveDomain (Domain &, int posDbTag, DbTagData &, CommParameters &cp)
std::ostream &	operator<< (std::ostream &s, const PseudoTimeTracker &tt)
template<class T , class TIter >
T *	getIterPtr (TIter &titer)
template<class ELEM_LOAD >
ELEM_LOAD *	new_elem_load (LoadPattern *lp, int &tag_el)
	Adds a load over elements.
ElementalLoad *	procesa_element_load (LoadPattern *, int &, const std::string &)
	Crea una nueva load over element.
int	sendGroundMotionPtr (GroundMotion *, DbTagData &, CommParameters &cp, const BrokedPtrCommMetaData &)
	Envía a pointer al «ground motion» through the channel being passed as parameter. More...
GroundMotion *	receiveGroundMotionPtr (GroundMotion *, DbTagData &, const CommParameters &cp, const BrokedPtrCommMetaData &)
	Recibe a pointer a «ground motion» through the channel being passed as parameter. More...
std::ostream &	operator<< (std::ostream &os, const LoadCombination &)
int	sendTimeSeriesPtr (TimeSeries *, int posClassTag, int posDbTag, DbTagData &, CommParameters &cp)
	Envía a pointer a la serie through the channel being passed as parameter. More...
TimeSeries *	receiveTimeSeriesPtr (TimeSeries *, int posClassTag, int posDbTag, DbTagData &, const CommParameters &cp)
	Recibe a pointer a la serie through the channel being passed as parameter. More...
double	LovelyInnerProduct (const Vector &v, const Vector &w)
	Returns the inner product of the arguments.
double	LovelyNorm (const Vector &v)
	Returns the vector norm.
Vector	LovelyCrossProduct (const Vector &v, const Vector &w)
	Returns the cross product of the arguments.
Vector	LovelyEig (const Matrix &M)
	compute eigenvalues and vectors for a 3 x 3 symmetric matrix More...
int	sendEsfBeamColumn3d (const EsfBeamColumn3d &, int posDbTag, DbTagData &dt, CommParameters &cp)
int	receiveEsfBeamColumn3d (EsfBeamColumn3d &v, int posDbTag, DbTagData &dt, const CommParameters &cp)
int	sendBeamIntegrationPtr (BeamIntegration *, int posClassTag, int posDbTag, DbTagData &, CommParameters &)
	Envía a pointer a material through the channel being passed as parameter. More...
BeamIntegration *	receiveBeamIntegrationPtr (BeamIntegration *, int posClassTag, int posDbTag, DbTagData &, const CommParameters &)
	Recibe a pointer a material through the channel being passed as parameter. More...
double	invert2by2Matrix (const Matrix &a, Matrix &b)
double	invert3by3Matrix (const Matrix &a, Matrix &b)
void	invertMatrix (int n, const Matrix &a, Matrix &b)
void	getCBDIinfluenceMatrix (int nIntegrPts, const Matrix &xi_pt, double L, Matrix &ls)
void	getCBDIinfluenceMatrix (int nIntegrPts, double *pts, double L, Matrix &ls)
std::ostream &	operator<< (std::ostream &os, const BodyForces &bf)
std::ostream &	operator<< (std::ostream &, const FVector &f)
const GaussModel	gauss_model_tria1 (Pos2d(0, 0), Pos2d(1, 0), Pos2d(0, 1), GaussPoint(Pos2d(0.333333333333333, 0.333333333333333), 0.5))
const GaussModel	gauss_model_tria3 (Pos2d(0, 0), Pos2d(1, 0), Pos2d(0, 1), GaussPoint(Pos2d(0.2, 0.2), 0.3334), GaussPoint(Pos2d(0.8, 0.1), 0.3334), GaussPoint(Pos2d(0.1, 0.8), 0.3334))
const GaussModel	gauss_model_quad4 (Pos2d(-1,-1), Pos2d(1,-1), Pos2d(1, 1), Pos2d(-1, 1), GaussPoint(Pos2d(-one_over_root3,-one_over_root3), 1), GaussPoint(Pos2d(one_over_root3,-one_over_root3), 1), GaussPoint(Pos2d(one_over_root3, one_over_root3), 1), GaussPoint(Pos2d(-one_over_root3, one_over_root3), 1))
const GaussModel	gauss_model_quad9 (Pos2d(-1,-1), Pos2d(0,-1), Pos2d(1,-1), Pos2d(1, 0), Pos2d(1, 1), Pos2d(0, 1), Pos2d(-1, 1), Pos2d(-1, 0), Pos2d(0, 0), GaussPoint(Pos2d(-root3_over_root5,-root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(0,-root3_over_root5), 40.0/81.0), GaussPoint(Pos2d(root3_over_root5,-root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(root3_over_root5, 0), 40.0/81.0), GaussPoint(Pos2d(root3_over_root5, root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(0, root3_over_root5), 40.0/81.0), GaussPoint(Pos2d(-root3_over_root5, root3_over_root5), 25.0/81.0), GaussPoint(Pos2d(-root3_over_root5, 0), 40.0/81.0), GaussPoint(Pos2d(0, 0), 64.0/81.0))
bool	operator== (const ElemPos &A, const ElemPos &B)
std::ostream &	operator<< (std::ostream &os, const NodePtrsWithIDs &nodePtrs)
std::ostream &	operator<< (std::ostream &, const ParticlePos3d &)
std::ostream &	operator<< (std::ostream &os, const RayleighDampingFactors &rF)
void	shp3d (const double ss[3], double &xsj, double shp[4][8], const double xl[3][8])
int	brcshl (double shl[4][20][27], double w[27], int nint, int nen)
std::ostream &	operator<< (std::ostream &os, const MeshEdge &me)
std::deque< Polilinea3d >	getContours (MeshEdges edges, bool undeformedGeometry)
	returns closed contours from de edge set.
std::ostream &	operator<< (std::ostream &os, const MeshEdges &me)
bool	operator== (const NodePos &A, const NodePos &B)
Pos3d	pos_node (const Node &nod, bool initialGeometry=true)
	Return the 3D position of the node. More...
std::set< Element * >	getElementsBetweenNodes (Node &, Node &)
	Returns the elements that are connected to both nodes.
std::set< Element * >	getConnectedElements (const NodePtrSet &)
	Returns the elements connected to any of the set nodes.
ElementEdges	getElementEdgesEntreNodos (Node *, Node *)
	Returns the element edges that have both nodes as ends.
ElementEdges	getElementEdgesEntreNodos (const NodePtrSet &)
	Returns the element edges with both end nodes included in the container being passed as parameter.
bool	in (const NodePtrSet &, const std::vector< const Node * > &)
	Returns true if the node pointers in nodes_edget are in the set being passed as parameter.
int	sendMaterialPtr (Material *, DbTagData &, CommParameters &cp, const BrokedPtrCommMetaData &)
	Sends a pointer to material through the communicator being passed as parameter. More...
Material *	receiveMaterialPtr (Material *, DbTagData &, const CommParameters &cp, const BrokedPtrCommMetaData &)
	Receives a pointer to material through the communicator being passed as parameter. More...
NDMaterial *	receiveNDMaterialPtr (NDMaterial *, DbTagData &, const CommParameters &, const BrokedPtrCommMetaData &)
	Recibe a pointer a material through the channel being passed as parameter.
double	operator&& (const Vector &, const Vector &)
std::ostream &	operator<< (std::ostream &os, const CAMPotentialSurface &YS)
std::ostream &	operator<< (std::ostream &os, const CAMYieldSurface &YS)
std::ostream &	operator<< (std::ostream &os, const DPPotentialSurface &PS)
std::ostream &	operator<< (std::ostream &os, const DPYieldSurface01 &YS)
std::ostream &	operator<< (std::ostream &os, const EvolutionLaw_S &EL)
double	g_0 (double, double)
double	g_prime (double, double)
double	g_second (double, double)
std::ostream &	operator<< (std::ostream &os, const BaseElasticSection3d &scc)
FiberSection2d	FiberSectionReprToFiberSection2d (const int &tag, const FiberSectionRepr &fiberSectionRepr)
FiberSection3d	FiberSectionReprToFiberSection3d (const int &tag, const FiberSectionRepr &fiberSectionRepr)
FiberSectionGJ	FiberSectionReprToFiberSectionGJ (const int &tag, const FiberSectionRepr &fiberSectionRepr, const double &GJ)
InteractionDiagram	calc_interaction_diagram (const FiberSectionBase &, const InteractionDiagramData &)
InteractionDiagram2d	calcPlaneInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &, const double &)
InteractionDiagram2d	calcNMyInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &)
InteractionDiagram2d	calcNMzInteractionDiagram (const FiberSectionBase &scc, const InteractionDiagramData &)
std::ostream &	operator<< (std::ostream &os, const Pivots &p)
std::ostream &	operator<< (std::ostream &s, const Cell &cell)
std::ostream &	operator<< (std::ostream &os, const CrossSectionProperties2d &c)
std::set< const Eje * >	GetLineasTocan (const Spot &p)
	Returns the set of lines that touch the point being passed as parameter.
std::ostream &	operator<< (std::ostream &os, const ListRegiones &lr)
std::ostream &	operator<< (std::ostream &s, const ReinfLayer &)
std::ostream &	operator<< (std::ostream &os, const Conc02HistoryVars &hv)
UniaxialMaterial *	receiveUniaxialMaterialPtr (UniaxialMaterial *, DbTagData &, const CommParameters &, const BrokedPtrCommMetaData &)
	Recibe a pointer a material through the channel being passed as parameter.
TritrizPtrElem	put_quad4N_on_mesh (const Element &e, const TritrizPtrNod &, meshing_dir dm)
	Place the elements on the mesh passed as parameter.
TritrizPtrElem	put_quad9N_on_mesh (const Element &e, const TritrizPtrNod &, meshing_dir dm)
	Places the elements on the mesh passed as parameter.
std::set< const Body * >	GetCuerposTocan (const Face &s)
	Return the bodies that touch the surface passed as parameter (neighbors).
bool	operator== (const CmbEdge::Lado &il1, const CmbEdge::Lado &il2)
	Operador de igualdad.
std::set< const Edge * >	GetLineasTocan (const Pnt &p)
	Return the list of edges that have this point as starting or ending point.
size_t	calcula_ndiv_lados (const std::set< const XC::Edge * > &)
	Compute the number of divisions for each line to make it compatible with adjacent surface meshing.
std::set< const Face * >	GetSupsTocan (const Edge &l)
	Return the surfaces that touch the line.
Vector &	operator- (const Pnt &b, const Pnt &a)
const Edge *	busca_edge_const_ptr_toca (const Pnt &, const Pnt &)
	Search for a line that connects the points.
const Edge *	busca_edge_const_ptr_toca (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.
Edge *	busca_edge_ptr_toca (const Pnt &, const Pnt &)
	Search for a line that connects the points.
Edge *	busca_edge_ptr_toca (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.
Edge *	busca_edge_ptr_extremos (const Pnt &pA, const Pnt &pB)
	Search for a line that connects the points.
Edge *	busca_edge_ptr_extremos (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.
const Edge *	busca_edge_const_ptr_extremos (const Pnt &pA, const Pnt &pB)
	Search for a line that connects the points.
const Edge *	busca_edge_const_ptr_extremos (const Pnt &, const Pnt &, const Pnt &)
	Search for a line that connects the points.
std::ostream &	operator<< (std::ostream &os, const TritrizPtrNod &)
void	fix (const TritrizPtrNod &ttz, const SFreedom_Constraint &spc)
void	fix (const TritrizPtrNod::var_ref_caja &ref_caja, const SFreedom_Constraint &spc)
std::vector< int >	getIdNodosQuad4N (const TritrizPtrNod::const_ref_capa_i_cte &nodos, const size_t &j, const size_t &k)
	Returns the indexes of the nodes (j,k),(j+1,k),(j+1,k+1),(j,k+1).
std::vector< int >	getIdNodosQuad9N (const TritrizPtrNod::const_ref_capa_i_cte &nodos, const size_t &j, const size_t &k)
	Returns the indexes of the nodes (j,k),(j+1,k),(j+1,k+1),(j,k+1).
std::ostream &	operator<< (std::ostream &os, const TritrizPtrPnt &)
std::vector< size_t >	getIdPuntosQuad (const TritrizPtrPnt::const_ref_capa_i_cte &, const size_t &j, const size_t &k)
	Returns the indexes of the points (j,k),(j+1,k),(j+1,k+1),(j,k+1).
template<typename ELEM >
ELEM *	new_element (int tag_elem)
template<typename ELEM >
ELEM *	new_element_gen_mat (int tag_elem, Material *ptrMat)
	Creates a new element and assigns it a material.
template<typename ELEM >
ELEM *	new_element_dim_gen_mat (int tag_elem, int dime, Material *ptrMat)
	Creates a new element and assigns it a material.
template<typename ELEM >
ELEM *	new_element_dim_gen_mat_dir (int tag_elem, int dime, Material *ptrMat, int d)
template<typename ELEM >
ELEM *	new_element_gen_mat_crd (int tag_elem, Material *ptrMat, CrdTransf *ptrTrf)
template<typename ELEM >
ELEM *	new_element_dim_gen_mat_crd (int tag_elem, int dime, Material *ptrMat, CrdTransf *ptrTrf)
template<typename ELEM >
ELEM *	new_element_ns_gen_mat_crd (int tag_elem, Material *ptrMat, int ns, CrdTransf *ptrTrf)
template<typename ELEM >
ELEM *	new_element_ns_gen_mat_crd_integ (int tag_elem, Material *ptrMat, int ns, CrdTransf *ptrTrf, BeamIntegration *ptrInteg)
template<typename ELEM , typename MAT >
ELEM *	new_element_mat (int tag_elem, Material *ptrMat)
template<typename ELEM >
ELEM *	new_element_mat_crd (int tag_elem, Material *ptrMat, CrdTransf *ptrTrf)
meshing_dir	str_to_meshing_dir (const std::string &)
	Return mesh direction from the string being passed as parameter (i, j or k).
std::string	getXCVersion (void)
std::string	getXCVersionShort (void)
int	symFactorization (int *fxadj, int *adjncy, int neq, int LSPARSE, int **xblkMY, int **invpMY, int **rowblksMY, OFFDBLK ***begblkMY, OFFDBLK **firstMY, double ***penvMY, double **diagMY)
std::ostream &	operator<< (std::ostream &os, const DbTagData &)
template<class T >
int	sendMap (const std::map< std::string, T * > &m, CommParameters &cp, DbTagData &dt, const CommMetaData &meta)
template<class T >
int	receiveMap (std::map< std::string, T * > &v, const CommParameters &cp, DbTagData &dt, const CommMetaData &meta, T *(FEM_ObjectBroker::*ptrFunc)(int))
template<class T >
T *	getBrokedMovable (const int &dbTag, const int &classTag, const CommParameters &cp, T *(FEM_ObjectBroker::*ptrFunc)(int))
ID	getIDFromIntPtr (const int *, const int &)
std::ostream &	operator<< (std::ostream &, const ID &)
	A function is defined to allow user to print the IDs using streams.
std::ostream &	operator<< (std::ostream &, const IntPtrWrapper &)
	A function is defined to allow user to print the IntPtrWrappers using streams.
std::vector< int >	id_to_std_vector (const IntPtrWrapper &)
	Convierte el vector en un std::vector<double>.
Matrix	m_double_to_matrix (const m_double &m)
	Convierte una matriz de tipo m_double otra de tipo Matrix.
m_double	matrix_to_m_double (const Matrix &m)
	Convierte a una matriz de tipo m_double.
Matrix	identity (const Matrix &m)
Matrix	transposed (const Matrix &m)
BJtensor	operator* (const double &lval, const BJtensor &rval)
std::ostream &	operator<< (std::ostream &os, const Cosseratstresstensor &rhs)
nDarray	operator* (const double lval, const nDarray &rval)
std::ostream &	operator<< (std::ostream &os, const straintensor &rhs)
std::ostream &	operator<< (std::ostream &os, const stresstensor &rhs)
m_double	Vector_to_m_double (const Vector &)
std::vector< double >	vector_to_std_vector (const Vector &)
	Convierte el vector en un std::vector<double>.
m_double	vector_to_m_double (const Vector &)
	Convierte el vector en un m_double.
double	dot (const Vector &a, const Vector &b)
Matrix	prod_tensor (const Vector &, const Vector &)
	Producto tensorial de dos tensores de primer orden. More...
Matrix	operator& (const Vector &u, const Vector &v)
	tensor product.
Vector	normalize (const Vector &)
	Returns the normalized vector (euclidean norm).
Vector	normalize_inf (const Vector &)
	Returns the normalized vector (infinite norm).
std::ostream &	operator<< (std::ostream &, const MEDMapIndices &)
int	getLibraryFunction (const char *libName, const char *functName, void **libHandle, void **funcHandle)
std::ostream &	operator<< (std::ostream &s, const Timer &E)
boost::python::list	xc_id_to_py_list (const XC::ID &)
std::vector< double >	vector_double_from_py_object (const boost::python::object &)
std::vector< int >	vector_int_from_py_object (const boost::python::object &)
m_double	m_double_from_py_object (const boost::python::object &)

Variables
const GaussModel	gauss_model_empty
const double	root3 = sqrt(3.0)
const double	one_over_root3 = 1.0/root3
const double	root5 = sqrt(5.0)
const double	root3_over_root5 = root3/root5
XC::Vector	Info (109+3)
XC::Vector	InfoPt (FixedOrder *FixedOrder *FixedOrder *4+1)
XC::Vector	InfoSt (FixedOrder *FixedOrder *FixedOrder *6+1)
XC::Vector	Gsc (FixedOrder *FixedOrder *FixedOrder *3+1)
XC::Vector	InfoSpq2 (2)
XC::Vector	InfoMoment (109+3)
XC::Vector	InfoPlastic (FixedOrder *FixedOrder *FixedOrder *4+1)
XC::Vector	InfoStress (FixedOrder *FixedOrder *FixedOrder *6+1)
XC::Vector	GaussCoord (FixedOrder *FixedOrder *FixedOrder *3+1)
XC::Vector	Info_pq2 (2)
const std::string	strTipo3D = "3D"
const std::string	strTipoAxiSymmetric = "AxiSymmetric"
const std::string	strTipoAxiSymmetric2D = "AxiSymmetric2D"
const std::string	strTipoBeamFiber = "BeamFiber"
const std::string	strTipoElasticIsotropic3D = "ElasticIsotropic3D"
const std::string	strTipoFDEP3D = "FDEP3D"
const std::string	strTipoFiniteDeformationEP3D = "FiniteDeformationEP3D"
const std::string	strTipoFluidSolidPorous = "FluidSolidPorous"
const std::string	strTipoPlaneStress2D = "PlaneStress2D"
const std::string	strTipoPlaneStress = "PlaneStress"
const std::string	strTipoPlaneStrain2D = "PlaneStrain2D"
const std::string	strTipoPlaneStrain = "PlaneStrain"
const std::string	strTipoPlateFiber = "PlateFiber"
const std::string	strTipoPressureIndependMultiYield = "PressureIndependMultiYield"
const std::string	strTipoPressureIndependMultiYield02 = "PressureIndependMultiiYield02"
const std::string	strTipoTemplate3Dep = "Template3Dep"
const std::string	strTipoThreeDimensional = "ThreeDimensional"
const std::string	strTipoThreeDimensionalFD = "ThreeDimensionalFD"
const std::string	strTipoError = "error"
const int	SECTION_RESPONSE_MZ = 1
const int	SECTION_RESPONSE_P = 2
const int	SECTION_RESPONSE_VY = 3
const int	SECTION_RESPONSE_MY = 4
const int	SECTION_RESPONSE_VZ = 5
const int	SECTION_RESPONSE_T = 6
const int	MEMBRANE_RESPONSE_n1 = 11
const int	MEMBRANE_RESPONSE_n2 = 12
const int	MEMBRANE_RESPONSE_n12 = 13
const int	PLATE_RESPONSE_m1 = 14
const int	PLATE_RESPONSE_m2 = 15
const int	PLATE_RESPONSE_m12 = 16
const int	PLATE_RESPONSE_q13 = 17
const int	PLATE_RESPONSE_q23 = 18
const RespPMz	RespElasticSection2d
const RespPMzV	RespElasticShSection2d
const RespVyP	RespBidirectional
const RespPMzMy	RespFiberSection3d
const RespPMzMyT	RespElasticSection3d
const RespPMzVyMyVzT	RespElasticShSection3d
const RespFiberSectionShear3d	RespFiberSectionSh3d
const RespPVyMz	RespIsolator2spring
const RespMembraneMaterial	RespMembraneMat
const RespPlateMaterial	RespPlateMat
const RespShellMaterial	RespShellMat
const double	STEEL_0103_DEFAULT_A1 = 0.0
const double	STEEL_0103_DEFAULT_A2 = 55.0
const double	STEEL_0103_DEFAULT_A3 = 0.0
const double	STEEL_0103_DEFAULT_A4 = 55.0
const double	DefaultPenaltyFactor = 1e7
const std::string	gVERSION = "v0.12-563-gd35802b-d"
const std::string	gVERSION_SHORT = "0.12.v0.12-563-gd35802b-d"

Detailed Description

================================================================================

Open source finite element program for structural analysis.

• Kinematic model is based on back-stress Isotropic model on plastic-deformations This one is also deformable

  Author

  rkaul

  Useful for declaring inner-surfaces or pinching surfaces or just plain elastic-perfectly plastic surfaces that do not evolve

  Author

  rkaul

  Grows/ shrinks one side while keeping the diametrically opposite end the same. Kp_isoXPos = Kp_isoXNeg = (should be) Kp_kinX Since kinematic is function of back-stress and isotropic is a function of plastic-strains - calibration will be difficult.

Therefore, this is a pseudo PeakOriented model, for true PeakOriented, use PeakOriented01

isotropic:kinematic ratio = 0.5:0.5

Author

rkaul

rkaul

Function Documentation

XC::Vector XC::LovelyEig

(

const Matrix &

M

)

compute eigenvalues and vectors for a 3 x 3 symmetric matrix

.... INPUTS: M(3,3) - matrix with initial values (only upper half used)

.... OUTPUTS v(3,3) - matrix of eigenvectors (by column) d(3) - eigenvalues associated with columns of v rot - number of rotations to diagonalize

---------------------------------------------------------——eig3== .... Storage done as follows:

   | v(1,1) v(1,2) v(1,3) |     |  d(1)  a(1)  a(3)  |
   | v(2,1) v(2,2) v(2,3) |  =  |  a(1)  d(2)  a(2)  |
   | v(3,1) v(3,2) v(3,3) |     |  a(3)  a(2)  d(3)  |

   Transformations performed on d(i) and a(i) and v(i,j) become
    the eigenvectors.  

------------------------------------------------------------—eig3==

Pos3d XC::pos_node	(	const Node &	nod,
		bool	initialGeometry = true
	)

Return the 3D position of the node.

Parameters

initialGeometry

if true initial position of the node is considered.

XC::Matrix XC::prod_tensor	(	const Vector &	u,
		const Vector &	v
	)

Producto tensorial de dos tensores de primer orden.

Parameters

u	vector fila.
v	vector columna.

XC::BeamIntegration * XC::receiveBeamIntegrationPtr	(	BeamIntegration *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		const CommParameters &	cp
	)

Recibe a pointer a material through the channel being passed as parameter.

Parameters

posClassTag	index of the class tags in the data vector
posDbTag	index of the dbTag in the data vector

XC::GroundMotion * XC::receiveGroundMotionPtr	(	GroundMotion *	ptr,
		DbTagData &	dt,
		const CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Recibe a pointer a «ground motion» through the channel being passed as parameter.

Parameters

posClassTag	Index for the class identifier of the object (in ID).
posDbTag	Index for the dbTag of the object (in ID).

XC::Material * XC::receiveMaterialPtr	(	Material *	ptr,
		DbTagData &	dt,
		const CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Receives a pointer to material through the communicator being passed as parameter.

Parameters

posClassTag	Index of the material class identifier.
posDbTag	Index of the dbTag.

XC::TimeSeries * XC::receiveTimeSeriesPtr	(	TimeSeries *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		const CommParameters &	cp
	)

Recibe a pointer a la serie through the channel being passed as parameter.

Parameters

posClassTag	index of class identifier in the data vector.
posDbTag	index of the dbTag in the data vector

int XC::sendBeamIntegrationPtr	(	BeamIntegration *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		CommParameters &	cp
	)

Envía a pointer a material through the channel being passed as parameter.

Parameters

posClassTag	index of the class tags in the data vector
posDbTag	index of the dbTag in the data vector

int XC::sendGroundMotionPtr	(	GroundMotion *	ptr,
		DbTagData &	dt,
		CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Envía a pointer al «ground motion» through the channel being passed as parameter.

Parameters

posClassTag	Index for the class identifier of the object (in ID).
posDbTag	Index for the dbTag of the object (in ID).

int XC::sendMaterialPtr	(	Material *	ptr,
		DbTagData &	dt,
		CommParameters &	cp,
		const BrokedPtrCommMetaData &	md
	)

Sends a pointer to material through the communicator being passed as parameter.

Parameters

posClassTag	Index of the material class identifier.
posDbTag	Index of the dbTag.

int XC::sendTimeSeriesPtr	(	TimeSeries *	ptr,
		int	posClassTag,
		int	posDbTag,
		DbTagData &	dt,
		CommParameters &	cp
	)

Envía a pointer a la serie through the channel being passed as parameter.

Parameters

posClassTag	index of the class tag in the data vector.
posDbTag	index of the dbTag in the data vector