StaticAnalysisSettings#
Attribute Name |
Data Type |
Description |
---|---|---|
no |
int |
Object number |
user_defined_name_enabled |
bool |
User-defined name enabled |
name |
str |
Name |
analysis_type |
Analysis type |
|
iterative_method_for_nonlinear_analysis |
Iterative method for nonlinear analysis |
|
max_number_of_iterations |
int |
Maximum number of iterations |
number_of_load_increments |
int |
Number of load increments |
standard_precision_and_tolerance_settings_enabled |
bool |
Modify standard precision and tolerance settings |
ignore_all_nonlinearities_enabled |
bool |
Ignore all nonlinearities |
precision_of_convergence_criteria_for_nonlinear_calculation |
float |
Precision of convergence criteria for nonlinear calculation |
modify_loading_by_multiplier_factor |
bool |
Modify loading by multiplier factor |
loading_multiplier_factor |
float |
Loading multiplier factor | k |
divide_results_by_loading_factor |
bool |
Divide results by load factor |
consider_favorable_effect_due_to_tension_in_members |
bool |
Consider favorable effect due to tension in members |
displacements_due_to_bourdon_effect |
bool |
Displacements due to member load of type ‘Pipe internal pressure’ (Bourdon effect) |
save_results_of_all_load_increments |
bool |
Save results of all load increments |
comment |
str |
Comment |
refer_internal_forces_to_deformed_structure |
bool |
Refer internal forces to deformed structure |
refer_internal_forces_to_deformed_structure_for_normal_forces |
bool |
Refer internal forces to deformed structure for axial forces |
refer_internal_forces_to_deformed_structure_for_shear_forces |
bool |
Refer internal forces to deformed structure for shear forces |
refer_internal_forces_to_deformed_structure_for_moments |
bool |
Refer internal forces to deformed structure for moments |
mass_conversion_enabled |
bool |
Activate mass conversion to load |
mass_conversion_defined_as_acceleration |
bool |
Mass conversion defined as accelerations |
mass_conversion_factor_in_direction_x |
float |
Mass conversion factor in X direction | X |
mass_conversion_acceleration_in_direction_x |
float |
Mass conversion acceleration in X direction | X |
mass_conversion_factor_in_direction_y |
float |
Mass conversion factor in Y direction | Y |
mass_conversion_acceleration_in_direction_y |
float |
Mass conversion acceleration in Y direction | Y |
mass_conversion_factor_in_direction_z |
float |
Mass conversion factor in Z direction | Z |
mass_conversion_acceleration_in_direction_z |
float |
Mass conversion acceleration in Z direction | Z |
deformation_of_failing_members_and_reactivation_enabled |
bool |
Deformation of failing members and reactivation where appropriate |
maximum_number_of_reactivations |
int |
Maximum number of reactivations |
exceptional_handling_enabled |
bool |
Exceptional handling enabled |
assign_reduce_stiffness_enabled |
Assign reduced stiffness to failing members |
|
reduction_factor_of_stiffness |
int |
Reduction factor of stiffness |
id_for_export_import |
str |
|
metadata_for_export_import |
str |
Associated Enums#
AnalysisType#
Name |
---|
ANALYSIS_TYPE_GEOMETRICALLY_LINEAR |
ANALYSIS_TYPE_LARGE_DEFORMATIONS |
ANALYSIS_TYPE_SECOND_ORDER_P_DELTA |
IterativeMethodForNonlinearAnalysis#
Name |
---|
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON |
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_DYNAMIC_RELAXATION |
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_COMBINED_WITH_PICARD |
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS |
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS |
ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_PICARD |
AssignReduceStiffnessEnabled#
Name |
---|
ASSIGN_REDUCE_STIFFNESS_ENABLED_FAIILING_MEMBERS_TO_BE_REMOVED_INDIVIDUALY_DURING_SUCCESSIVE_ITERATIONS |
ASSIGN_REDUCE_STIFFNESS_ENABLED_ASSIGN_REDUCED_STIFFNESS_TO_FAILING_MEMBERS |