This file sets the global variables to be used during SeismoVLAB execution. More...

#include <vector>
#include <string>

Include dependency graph for Definitions.hpp:

This graph shows which files directly or indirectly include this file:

Macros
#define	PROFILING 0
	Define if profiler is active (0: no profile, 1: profile code) More...

#define	UNUSED(x)
	Define macro for unused parameter. More...

#define	GROUP_ELEMENT_TRUSS 10
	Define group of truss elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_TRIA 11
	Define group of triangular elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_QUAD 12
	Define group of quadrilateral elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_TETRA 13
	Define group of tetrahedra elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_HEXA 14
	Define group of hexahedra elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_FRAME 20
	Define group of frame elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_SHELL 21
	Define group of shell elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_ZERO 31
	Define group of zero length elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_PML 32
	Define group of perfectly-matched layer elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_BWEN 41
	Define group of bouc-wen device elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_HDRB 42
	Define group of high-damping rubber bearing device elements, i.e, linear and quadratic for ParaView visualization. More...

#define	GROUP_ELEMENT_NULL 50
	Define group of null elements, i.e, linear and quadratic for ParaView visualization. More...

#define	VTK_POINT 1
	Define ParaView VTK point (1 nodes) element types. More...

#define	VTK_LINEAR_LINE 3
	Define ParaView VTK line (2 nodes) element types. More...

#define	VTK_QUADRATIC_LINE 21
	Define ParaView VTK line (3 nodes) element types. More...

#define	VTK_LINEAR_TRIA 5
	Define ParaView VTK triangular (2 nodes) element types. More...

#define	VTK_QUADRATIC_TRIA 22
	Define ParaView VTK triangular (3 nodes) element types. More...

#define	VTK_LINEAR_QUAD 9
	Define ParaView VTK quadrilateral (4 nodes) element types. More...

#define	VTK_QUADRATIC_QUAD 23
	Define ParaView VTK quadrilateral (8 nodes) element types. More...

#define	VTK_LINEAR_TETRA 10
	Define ParaView VTK tetrahedron (4 nodes) element types. More...

#define	VTK_QUADRATIC_TETRA 24
	Define ParaView VTK tetrahedron (10 nodes) element types. More...

#define	VTK_LINEAR_HEXA 12
	Define ParaView VTK hexahedron (8 nodes) element types. More...

#define	VTK_QUADRATIC_HEXA 25
	Define ParaView VTK hexahedron (20 nodes) element types. More...

#define	POINTLOAD_CONCENTRATED_CONSTANT 1
	Define global load pattern constant concentrated load. More...

#define	POINTLOAD_CONCENTRATED_DYNAMIC 2
	Define global load pattern time dependant concentrated load. More...

#define	POINTLOAD_BODY_CONSTANT 3
	Define global load pattern for a node body load. More...

#define	POINTLOAD_BODY_DYNAMIC 4
	Define global load pattern time dependant for a body load. More...

#define	ELEMENTLOAD_SURFACE_CONSTANT 5
	Define global load pattern for a constant surface load. More...

#define	ELEMENTLOAD_SURFACE_DYNAMIC 6
	Define global load pattern for a time dependant surface load. More...

#define	ELEMENTLOAD_BODY_CONSTANT 7
	Define global load pattern for a constant body load. More...

#define	ELEMENTLOAD_BODY_DYNAMIC 8
	Define global load pattern for a time dependant body load. More...

#define	ELEMENTLOAD_DOMAIN_REDUCTION 9
	Define global load pattern time dependant general wave load. More...

#define	POINTLOAD_SUPPORT_MOTION 10
	Define global load pattern constant/time-dependant support motion load. More...

Variables
int	rank
	The processor number. More...

int	size
	The number of partitions. More...

unsigned int	nDimensions
	The problem dimension (1D, 2D, 3D). More...

std::string	filePath
	The folder path where the file is loaded. More...

std::vector< std::string >	fileName
	The file name to be loaded. More...

bool	driverFile
	Whether the driver (JSON) file is provided. More...

bool	MassFormulation
	The element mass formulation. More...

std::string	UpdateOption
	The update option for member in Mesh. More...

unsigned int	LumpedStorage
	Maximum memory for lumped storage sparse matrix. More...

unsigned int	ConsistentStorage
	Maximum memory for consistent storage sparse matrix. More...

unsigned int	numberOfFreeDofs
	Total number of free-degree-of-freedom. More...

unsigned int	numberOfTotalDofs
	Total number of total-degree-of-freedom. More...

unsigned int	numberOfConstrainedDofs
	Total number of constrained-degree-of-freedom. More...

unsigned int	PMLStorage
	Maximum memory for PML 3D storage sparse matrix. More...

Detailed Description

This file sets the global variables to be used during SeismoVLAB execution.

Author: Danilo S. Kusanovic (dkusa.nosp@m.nov@.nosp@m.calte.nosp@m.ch.e.nosp@m.du)

Date: June 9, 2020

Version: 1.0

See also: Utilities.hpp and Profiler.hpp

Macro Definition Documentation

◆ ELEMENTLOAD_BODY_CONSTANT

#define ELEMENTLOAD_BODY_CONSTANT 7

Define global load pattern for a constant body load.

◆ ELEMENTLOAD_BODY_DYNAMIC

#define ELEMENTLOAD_BODY_DYNAMIC 8

Define global load pattern for a time dependant body load.

◆ ELEMENTLOAD_DOMAIN_REDUCTION

#define ELEMENTLOAD_DOMAIN_REDUCTION 9

Define global load pattern time dependant general wave load.

◆ ELEMENTLOAD_SURFACE_CONSTANT

#define ELEMENTLOAD_SURFACE_CONSTANT 5

Define global load pattern for a constant surface load.

◆ ELEMENTLOAD_SURFACE_DYNAMIC

#define ELEMENTLOAD_SURFACE_DYNAMIC 6

Define global load pattern for a time dependant surface load.

◆ GROUP_ELEMENT_BWEN

#define GROUP_ELEMENT_BWEN 41

Define group of bouc-wen device elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_FRAME

#define GROUP_ELEMENT_FRAME 20

Define group of frame elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_HDRB

#define GROUP_ELEMENT_HDRB 42

Define group of high-damping rubber bearing device elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_HEXA

#define GROUP_ELEMENT_HEXA 14

Define group of hexahedra elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_NULL

#define GROUP_ELEMENT_NULL 50

Define group of null elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_PML

#define GROUP_ELEMENT_PML 32

Define group of perfectly-matched layer elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_QUAD

#define GROUP_ELEMENT_QUAD 12

Define group of quadrilateral elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_SHELL

#define GROUP_ELEMENT_SHELL 21

Define group of shell elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_TETRA

#define GROUP_ELEMENT_TETRA 13

Define group of tetrahedra elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_TRIA

#define GROUP_ELEMENT_TRIA 11

Define group of triangular elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_TRUSS

#define GROUP_ELEMENT_TRUSS 10

Define group of truss elements, i.e, linear and quadratic for ParaView visualization.

◆ GROUP_ELEMENT_ZERO

#define GROUP_ELEMENT_ZERO 31

Define group of zero length elements, i.e, linear and quadratic for ParaView visualization.

◆ POINTLOAD_BODY_CONSTANT

#define POINTLOAD_BODY_CONSTANT 3

Define global load pattern for a node body load.

◆ POINTLOAD_BODY_DYNAMIC

#define POINTLOAD_BODY_DYNAMIC 4

Define global load pattern time dependant for a body load.

◆ POINTLOAD_CONCENTRATED_CONSTANT

#define POINTLOAD_CONCENTRATED_CONSTANT 1

Define global load pattern constant concentrated load.

◆ POINTLOAD_CONCENTRATED_DYNAMIC

#define POINTLOAD_CONCENTRATED_DYNAMIC 2

Define global load pattern time dependant concentrated load.

◆ POINTLOAD_SUPPORT_MOTION

#define POINTLOAD_SUPPORT_MOTION 10

Define global load pattern constant/time-dependant support motion load.

◆ PROFILING

#define PROFILING 0

Define if profiler is active (0: no profile, 1: profile code)

◆ UNUSED

#define UNUSED ( x )

Define macro for unused parameter.

◆ VTK_LINEAR_HEXA

#define VTK_LINEAR_HEXA 12

Define ParaView VTK hexahedron (8 nodes) element types.

◆ VTK_LINEAR_LINE

#define VTK_LINEAR_LINE 3

Define ParaView VTK line (2 nodes) element types.

◆ VTK_LINEAR_QUAD

#define VTK_LINEAR_QUAD 9

Define ParaView VTK quadrilateral (4 nodes) element types.

◆ VTK_LINEAR_TETRA

#define VTK_LINEAR_TETRA 10

Define ParaView VTK tetrahedron (4 nodes) element types.

◆ VTK_LINEAR_TRIA

#define VTK_LINEAR_TRIA 5

Define ParaView VTK triangular (2 nodes) element types.

◆ VTK_POINT

#define VTK_POINT 1

Define ParaView VTK point (1 nodes) element types.

◆ VTK_QUADRATIC_HEXA

#define VTK_QUADRATIC_HEXA 25

Define ParaView VTK hexahedron (20 nodes) element types.

◆ VTK_QUADRATIC_LINE

#define VTK_QUADRATIC_LINE 21

Define ParaView VTK line (3 nodes) element types.

◆ VTK_QUADRATIC_QUAD

#define VTK_QUADRATIC_QUAD 23

Define ParaView VTK quadrilateral (8 nodes) element types.

◆ VTK_QUADRATIC_TETRA

#define VTK_QUADRATIC_TETRA 24

Define ParaView VTK tetrahedron (10 nodes) element types.

◆ VTK_QUADRATIC_TRIA

#define VTK_QUADRATIC_TRIA 22

Define ParaView VTK triangular (3 nodes) element types.

Variable Documentation

◆ ConsistentStorage

unsigned int ConsistentStorage

Maximum memory for consistent storage sparse matrix.

◆ driverFile

bool driverFile

Whether the driver (JSON) file is provided.

◆ fileName

std::vector<std::string> fileName

The file name to be loaded.

◆ filePath

std::string filePath

The folder path where the file is loaded.

◆ LumpedStorage

unsigned int LumpedStorage

Maximum memory for lumped storage sparse matrix.

◆ MassFormulation

bool MassFormulation

The element mass formulation.

◆ nDimensions

unsigned int nDimensions

The problem dimension (1D, 2D, 3D).

◆ numberOfConstrainedDofs

unsigned int numberOfConstrainedDofs

Total number of constrained-degree-of-freedom.

◆ numberOfFreeDofs

unsigned int numberOfFreeDofs

Total number of free-degree-of-freedom.

◆ numberOfTotalDofs

unsigned int numberOfTotalDofs

Total number of total-degree-of-freedom.

◆ PMLStorage

unsigned int PMLStorage

Maximum memory for PML 3D storage sparse matrix.

◆ rank

int rank

The processor number.

◆ size

int size

The number of partitions.

◆ UpdateOption

std::string UpdateOption

The update option for member in Mesh.

Macros

Variables