Public constants

Macros
#define	DYN_HYPERBOLIC_FIXED_POINT_SINK   100
	Hyperbolic fixed point classified as a sink.
#define	DYN_HYPERBOLIC_FIXED_POINT_SOURCE   101
	Hyperbolic fixed point classified as a source.
#define	DYN_HYPERBOLIC_FIXED_POINT_SADDLE   102
	Hyperbolic fixed point classified as a saddle.
#define	DYN_NONHYPERBOLIC_FIXED_POINT_UNSTABLE   103
	Nonhyperbolic fixed point classified as unstable.
#define	DYN_NONHYPERBOLIC_FIXED_POINT_NEUTRALLY_STABLE   104
	Nonhyperbolic fixed point classified as neutrally stable.
#define	DYN_NONHYPERBOLIC_FIXED_POINT_CENTER   105
	Nonhyperbolic fixed point classified as a center.
#define	DYN_REVOLUTE_JOINT   0
	Revolute joint type.
#define	DYN_PRISMATIC_JOINT   1
	Prismatic joint type.
#define	DYN_FIXED_JOINT   2
	Fixed joint type.
#define	DYN_CYLINDRICAL_JOINT   3
	Cylindrical joint type.
#define	DYN_UNIVERSAL_JOINT   4
	Universal joint type.
#define	DYN_SPHERICAL_JOINT   5
	Spherical joint type.
#define	DYN_FRF_ACCELERANCE_MODEL   1
	Frequency-response model expressed as accelerance.
#define	DYN_FRF_RECEPTANCE_MODEL   2
	Frequency-response model expressed as receptance.
#define	DYN_RUNGE_KUTTA_23   10
	Runge-Kutta 2/3 integration method.
#define	DYN_RUNGE_KUTTA_45   11
	Runge-Kutta 4/5 integration method.
#define	DYN_RUNGE_KUTTA_853   12
	Runge-Kutta 8/5/3 integration method.
#define	DYN_ROSENBROCK   13
	Rosenbrock integration method.
#define	DYN_BDF   14
	Backward-differentiation-formula integration method.
#define	DYN_ADAMS   15
	Adams integration method.
#define	DYN_KENNEDY_CARPENTER_4   16
	Kennedy-Carpenter fourth-order integration method.
#define	DYN_KENNEDY_CARPENTER_5   17
	Kennedy-Carpenter fifth-order integration method.
#define	DYN_TSITOURAS_5   18
	Tsitouras fifth-order integration method.
#define	DYN_ACCELERANCE_MODEL   1
	Accelerance model selector for system identification.
#define	DYN_RECEPTANCE_MODEL   2
	Receptance model selector for system identification.
#define	DYN_H1   1
	H1 estimator selector for SISO frequency analysis.
#define	DYN_H2   2
	H2 estimator selector for SISO frequency analysis.
#define	DYN_LEVENBERG_MARQUARDT_UPDATE   1
	Levenberg-Marquardt damping update method.
#define	DYN_QUADRATIC_UPDATE   2
	Quadratic damping update method.
#define	DYN_NIELSEN_UPDATE   3
	Nielsen damping update method.
#define	DYN_POINCARE_TWO_SIDED   0
	Store intersections with both directions of the Poincare plane.
#define	DYN_POINCARE_ONE_SIDED_FROM_FRONT   1
	Store intersections approaching the Poincare plane from the front.
#define	DYN_POINCARE_ONE_SIDED_FROM_BACK   2
	Store intersections approaching the Poincare plane from the back.
#define	DYN_ONE_POINT_INTEGRATION_RULE   1
	Single-point Gauss integration rule.
#define	DYN_TWO_POINT_INTEGRATION_RULE   2
	Two-point Gauss integration rule.
#define	DYN_THREE_POINT_INTEGRATION_RULE   3
	Three-point Gauss integration rule.
#define	DYN_FOUR_POINT_INTEGRATION_RULE   4
	Four-point Gauss integration rule.
#define	DYN_VI_DENSE_SOLVER   1
	Dense LU solver for variational-integrator Newton systems.
#define	DYN_VI_GRAPH_FACTORIZED_SOLVER   2
	Graph-factorized solver for variational-integrator Newton systems.
#define	DYN_VI_FORCE_LEFT_ENDPOINT   1
	Evaluate applied loads at the current state (explicit left endpoint).
#define	DYN_VI_FORCE_IMPLICIT_ENDPOINT   2
	Evaluate applied loads at the trial next state inside Newton.
#define	DYN_VI_FORCE_MIDPOINT   3
	Evaluate applied loads at an interpolated midpoint state inside Newton.
#define	DYN_NO_ERROR   0
	No error has been recorded.
#define	DYN_MEMORY_ERROR   10000
	A memory allocation failed.
#define	DYN_NULL_POINTER_ERROR   10001
	A required pointer or handle was NULL or invalid.
#define	DYN_INVALID_INPUT_ERROR   10004
	An input argument was invalid.
#define	DYN_MATRIX_SIZE_ERROR   100100
	A matrix was incorrectly sized.
#define	DYN_ARRAY_SIZE_ERROR   100105
	An array was incorrectly sized.

Detailed Description

Macro Definition Documentation

DYN_HYPERBOLIC_FIXED_POINT_SINK

#define DYN_HYPERBOLIC_FIXED_POINT_SINK   100

Hyperbolic fixed point classified as a sink.

DYN_HYPERBOLIC_FIXED_POINT_SOURCE

#define DYN_HYPERBOLIC_FIXED_POINT_SOURCE   101

Hyperbolic fixed point classified as a source.

DYN_HYPERBOLIC_FIXED_POINT_SADDLE

#define DYN_HYPERBOLIC_FIXED_POINT_SADDLE   102

Hyperbolic fixed point classified as a saddle.

DYN_NONHYPERBOLIC_FIXED_POINT_UNSTABLE

#define DYN_NONHYPERBOLIC_FIXED_POINT_UNSTABLE   103

Nonhyperbolic fixed point classified as unstable.

DYN_NONHYPERBOLIC_FIXED_POINT_NEUTRALLY_STABLE

#define DYN_NONHYPERBOLIC_FIXED_POINT_NEUTRALLY_STABLE   104

Nonhyperbolic fixed point classified as neutrally stable.

DYN_NONHYPERBOLIC_FIXED_POINT_CENTER

#define DYN_NONHYPERBOLIC_FIXED_POINT_CENTER   105

Nonhyperbolic fixed point classified as a center.

DYN_REVOLUTE_JOINT

#define DYN_REVOLUTE_JOINT   0

Revolute joint type.

DYN_PRISMATIC_JOINT

#define DYN_PRISMATIC_JOINT   1

Prismatic joint type.

DYN_FIXED_JOINT

#define DYN_FIXED_JOINT   2

Fixed joint type.

DYN_CYLINDRICAL_JOINT

#define DYN_CYLINDRICAL_JOINT   3

Cylindrical joint type.

DYN_UNIVERSAL_JOINT

#define DYN_UNIVERSAL_JOINT   4

Universal joint type.

DYN_SPHERICAL_JOINT

#define DYN_SPHERICAL_JOINT   5

Spherical joint type.

DYN_FRF_ACCELERANCE_MODEL

#define DYN_FRF_ACCELERANCE_MODEL   1

Frequency-response model expressed as accelerance.

DYN_FRF_RECEPTANCE_MODEL

#define DYN_FRF_RECEPTANCE_MODEL   2

Frequency-response model expressed as receptance.

DYN_RUNGE_KUTTA_23

#define DYN_RUNGE_KUTTA_23   10

Runge-Kutta 2/3 integration method.

DYN_RUNGE_KUTTA_45

#define DYN_RUNGE_KUTTA_45   11

Runge-Kutta 4/5 integration method.

DYN_RUNGE_KUTTA_853

#define DYN_RUNGE_KUTTA_853   12

Runge-Kutta 8/5/3 integration method.

DYN_ROSENBROCK

#define DYN_ROSENBROCK   13

Rosenbrock integration method.

DYN_BDF

#define DYN_BDF   14

Backward-differentiation-formula integration method.

DYN_ADAMS

#define DYN_ADAMS   15

Adams integration method.

DYN_KENNEDY_CARPENTER_4

#define DYN_KENNEDY_CARPENTER_4   16

Kennedy-Carpenter fourth-order integration method.

DYN_KENNEDY_CARPENTER_5

#define DYN_KENNEDY_CARPENTER_5   17

Kennedy-Carpenter fifth-order integration method.

DYN_TSITOURAS_5

#define DYN_TSITOURAS_5   18

Tsitouras fifth-order integration method.

DYN_ACCELERANCE_MODEL

#define DYN_ACCELERANCE_MODEL   1

Accelerance model selector for system identification.

DYN_RECEPTANCE_MODEL

#define DYN_RECEPTANCE_MODEL   2

Receptance model selector for system identification.

DYN_H1

#define DYN_H1   1

H1 estimator selector for SISO frequency analysis.

DYN_H2

#define DYN_H2   2

H2 estimator selector for SISO frequency analysis.

DYN_LEVENBERG_MARQUARDT_UPDATE

#define DYN_LEVENBERG_MARQUARDT_UPDATE   1

Levenberg-Marquardt damping update method.

DYN_QUADRATIC_UPDATE

#define DYN_QUADRATIC_UPDATE   2

Quadratic damping update method.

DYN_NIELSEN_UPDATE

#define DYN_NIELSEN_UPDATE   3

Nielsen damping update method.

DYN_POINCARE_TWO_SIDED

#define DYN_POINCARE_TWO_SIDED   0

Store intersections with both directions of the Poincare plane.

DYN_POINCARE_ONE_SIDED_FROM_FRONT

#define DYN_POINCARE_ONE_SIDED_FROM_FRONT   1

Store intersections approaching the Poincare plane from the front.

DYN_POINCARE_ONE_SIDED_FROM_BACK

#define DYN_POINCARE_ONE_SIDED_FROM_BACK   2

Store intersections approaching the Poincare plane from the back.

DYN_ONE_POINT_INTEGRATION_RULE

#define DYN_ONE_POINT_INTEGRATION_RULE   1

Single-point Gauss integration rule.

DYN_TWO_POINT_INTEGRATION_RULE

#define DYN_TWO_POINT_INTEGRATION_RULE   2

Two-point Gauss integration rule.

DYN_THREE_POINT_INTEGRATION_RULE

#define DYN_THREE_POINT_INTEGRATION_RULE   3

Three-point Gauss integration rule.

DYN_FOUR_POINT_INTEGRATION_RULE

#define DYN_FOUR_POINT_INTEGRATION_RULE   4

Four-point Gauss integration rule.

DYN_VI_DENSE_SOLVER

#define DYN_VI_DENSE_SOLVER   1

Dense LU solver for variational-integrator Newton systems.

DYN_VI_GRAPH_FACTORIZED_SOLVER

#define DYN_VI_GRAPH_FACTORIZED_SOLVER   2

Graph-factorized solver for variational-integrator Newton systems.

DYN_VI_FORCE_LEFT_ENDPOINT

#define DYN_VI_FORCE_LEFT_ENDPOINT   1

Evaluate applied loads at the current state (explicit left endpoint).

DYN_VI_FORCE_IMPLICIT_ENDPOINT

#define DYN_VI_FORCE_IMPLICIT_ENDPOINT   2

Evaluate applied loads at the trial next state inside Newton.

DYN_VI_FORCE_MIDPOINT

#define DYN_VI_FORCE_MIDPOINT   3

Evaluate applied loads at an interpolated midpoint state inside Newton.

DYN_NO_ERROR

#define DYN_NO_ERROR   0

No error has been recorded.

DYN_MEMORY_ERROR

#define DYN_MEMORY_ERROR   10000

A memory allocation failed.

DYN_NULL_POINTER_ERROR

#define DYN_NULL_POINTER_ERROR   10001

A required pointer or handle was NULL or invalid.

DYN_INVALID_INPUT_ERROR

#define DYN_INVALID_INPUT_ERROR   10004

An input argument was invalid.

DYN_MATRIX_SIZE_ERROR

#define DYN_MATRIX_SIZE_ERROR   100100

A matrix was incorrectly sized.

DYN_ARRAY_SIZE_ERROR

#define DYN_ARRAY_SIZE_ERROR   100105

An array was incorrectly sized.