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 |
method_of_equation_system |
Method for equation system |
|
plate_bending_theory |
Plate bending theory |
|
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 |
instability_detection_tolerance |
float |
Tolerance for detection of instability |
relative_setting_of_time_step_for_dynamic_relaxation |
float |
Relative setting of time step for dynamic relaxation |
iterative_calculation_robustness |
float |
Robustness of iterative 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 |
check_of_stability_based_on_rate_of_deformation |
bool |
Stability check based on deformation rate |
try_to_calculate_instabil_structure |
bool |
Try to calculate unstable structure |
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 |
nonsymmetric_direct_solver |
bool |
Asymmetric direct solver |
equilibrium_for_undeformed_structure |
bool |
Equilibrium for undeformed structure |
comment |
str |
Comment |
percentage_of_iteration |
int |
Percentage of iterations |
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 |
number_of_iterations_for_loading_prestress |
int |
Number of iterations for loading prestress |
integrate_preliminary_form_finding_enabled |
bool |
Integrate preliminary form-finding |
speed_of_convergence |
float |
Speed of convergence |
cutting_patterns_settings |
bool |
Cutting pattern settings |
smoothness_of_boundary_lines |
float |
Smoothness of boundary lines |
ratio_of_distance_of_cutting_lines_node_to_mesh |
float |
Ratio of distance of cutting line node to the FE mesh |
id_for_export_import |
str |
|
metadata_for_export_import |
str |
Associated Enums#
StaticAnalysisSettingsAnalysisType#
Name |
---|
STATIC_ANALYSIS_SETTINGS_ANALYSIS_TYPE_GEOMETRICALLY_LINEAR |
STATIC_ANALYSIS_SETTINGS_ANALYSIS_TYPE_LARGE_DEFORMATIONS |
STATIC_ANALYSIS_SETTINGS_ANALYSIS_TYPE_SECOND_ORDER_P_DELTA |
StaticAnalysisSettingsIterativeMethodForNonlinearAnalysis#
Name |
---|
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON |
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_DYNAMIC_RELAXATION |
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_COMBINED_WITH_PICARD |
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS |
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS |
STATIC_ANALYSIS_SETTINGS_ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_PICARD |
StaticAnalysisSettingsMethodOfEquationSystem#
Name |
---|
STATIC_ANALYSIS_SETTINGS_METHOD_OF_EQUATION_SYSTEM_DIRECT |
STATIC_ANALYSIS_SETTINGS_METHOD_OF_EQUATION_SYSTEM_ITERATIVE |
StaticAnalysisSettingsPlateBendingTheory#
Name |
---|
STATIC_ANALYSIS_SETTINGS_PLATE_BENDING_THEORY_MINDLIN |
STATIC_ANALYSIS_SETTINGS_PLATE_BENDING_THEORY_KIRCHHOFF |
StaticAnalysisSettingsAssignReduceStiffnessEnabled#
Name |
---|
STATIC_ANALYSIS_SETTINGS_ASSIGN_REDUCE_STIFFNESS_ENABLED_FAIILING_MEMBERS_TO_BE_REMOVED_INDIVIDUALY_DURING_SUCCESSIVE_ITERATIONS |
STATIC_ANALYSIS_SETTINGS_ASSIGN_REDUCE_STIFFNESS_ENABLED_ASSIGN_REDUCED_STIFFNESS_TO_FAILING_MEMBERS |