# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rstab/loading/static_analysis_settings.proto
# Protobuf Python Version: 5.28.1
"""Generated protocol buffer code."""
from google.protobuf import descriptor as _descriptor
from google.protobuf import descriptor_pool as _descriptor_pool
from google.protobuf import runtime_version as _runtime_version
from google.protobuf import symbol_database as _symbol_database
from google.protobuf.internal import builder as _builder
_runtime_version.ValidateProtobufRuntimeVersion(
    _runtime_version.Domain.PUBLIC,
    5,
    28,
    1,
    '',
    'dlubal/api/rstab/loading/static_analysis_settings.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\n7dlubal/api/rstab/loading/static_analysis_settings.proto\x12\x18\x64lubal.api.rstab.loading\"\xab!\n\x16StaticAnalysisSettings\x12\x0f\n\x02no\x18\x01 \x01(\x05H\x00\x88\x01\x01\x12&\n\x19user_defined_name_enabled\x18\x02 \x01(\x08H\x01\x88\x01\x01\x12\x11\n\x04name\x18\x03 \x01(\tH\x02\x88\x01\x01\x12Y\n\ranalysis_type\x18\x04 \x01(\x0e\x32=.dlubal.api.rstab.loading.StaticAnalysisSettings.AnalysisTypeH\x03\x88\x01\x01\x12\x8a\x01\n\'iterative_method_for_nonlinear_analysis\x18\x05 \x01(\x0e\x32T.dlubal.api.rstab.loading.StaticAnalysisSettings.IterativeMethodForNonlinearAnalysisH\x04\x88\x01\x01\x12%\n\x18max_number_of_iterations\x18\x06 \x01(\x05H\x05\x88\x01\x01\x12&\n\x19number_of_load_increments\x18\x07 \x01(\x05H\x06\x88\x01\x01\x12>\n1standard_precision_and_tolerance_settings_enabled\x18\x08 \x01(\x08H\x07\x88\x01\x01\x12.\n!ignore_all_nonlinearities_enabled\x18\t \x01(\x08H\x08\x88\x01\x01\x12H\n;precision_of_convergence_criteria_for_nonlinear_calculation\x18\n \x01(\x01H\t\x88\x01\x01\x12\x30\n#modify_loading_by_multiplier_factor\x18\x0b \x01(\x08H\n\x88\x01\x01\x12&\n\x19loading_multiplier_factor\x18\x0c \x01(\x01H\x0b\x88\x01\x01\x12-\n divide_results_by_loading_factor\x18\r \x01(\x08H\x0c\x88\x01\x01\x12@\n3consider_favorable_effect_due_to_tension_in_members\x18\x0e \x01(\x08H\r\x88\x01\x01\x12\x30\n#displacements_due_to_bourdon_effect\x18\x0f \x01(\x08H\x0e\x88\x01\x01\x12\x30\n#save_results_of_all_load_increments\x18\x10 \x01(\x08H\x0f\x88\x01\x01\x12\x14\n\x07\x63omment\x18\x11 \x01(\tH\x10\x88\x01\x01\x12\x38\n+refer_internal_forces_to_deformed_structure\x18\x12 \x01(\x08H\x11\x88\x01\x01\x12J\n=refer_internal_forces_to_deformed_structure_for_normal_forces\x18\x13 \x01(\x08H\x12\x88\x01\x01\x12I\n<refer_internal_forces_to_deformed_structure_for_shear_forces\x18\x14 \x01(\x08H\x13\x88\x01\x01\x12\x44\n7refer_internal_forces_to_deformed_structure_for_moments\x18\x15 \x01(\x08H\x14\x88\x01\x01\x12$\n\x17mass_conversion_enabled\x18\x16 \x01(\x08H\x15\x88\x01\x01\x12\x34\n\'mass_conversion_defined_as_acceleration\x18\x17 \x01(\x08H\x16\x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_x\x18\x18 \x01(\x01H\x17\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_x\x18\x19 \x01(\x01H\x18\x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_y\x18\x1a \x01(\x01H\x19\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_y\x18\x1b \x01(\x01H\x1a\x88\x01\x01\x12\x32\n%mass_conversion_factor_in_direction_z\x18\x1c \x01(\x01H\x1b\x88\x01\x01\x12\x38\n+mass_conversion_acceleration_in_direction_z\x18\x1d \x01(\x01H\x1c\x88\x01\x01\x12\x44\n7deformation_of_failing_members_and_reactivation_enabled\x18\x1e \x01(\x08H\x1d\x88\x01\x01\x12,\n\x1fmaximum_number_of_reactivations\x18\x1f \x01(\x05H\x1e\x88\x01\x01\x12)\n\x1c\x65xceptional_handling_enabled\x18  \x01(\x08H\x1f\x88\x01\x01\x12{\n\x1f\x61ssign_reduce_stiffness_enabled\x18! \x01(\x0e\x32M.dlubal.api.rstab.loading.StaticAnalysisSettings.AssignReduceStiffnessEnabledH \x88\x01\x01\x12*\n\x1dreduction_factor_of_stiffness\x18\" \x01(\x05H!\x88\x01\x01\x12!\n\x14id_for_export_import\x18# \x01(\tH\"\x88\x01\x01\x12\'\n\x1ametadata_for_export_import\x18$ \x01(\tH#\x88\x01\x01\"\x84\x01\n\x0c\x41nalysisType\x12&\n\"ANALYSIS_TYPE_GEOMETRICALLY_LINEAR\x10\x00\x12$\n ANALYSIS_TYPE_LARGE_DEFORMATIONS\x10\x02\x12&\n\"ANALYSIS_TYPE_SECOND_ORDER_P_DELTA\x10\x01\"\xd1\x03\n#IterativeMethodForNonlinearAnalysis\x12:\n6ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON\x10\x00\x12>\n:ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_DYNAMIC_RELAXATION\x10\x05\x12O\nKITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_COMBINED_WITH_PICARD\x10\x01\x12R\nNITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_CONSTANT_STIFFNESS\x10\x03\x12U\nQITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_NEWTON_RAPHSON_WITH_POSTCRITICAL_ANALYSIS\x10\x04\x12\x32\n.ITERATIVE_METHOD_FOR_NONLINEAR_ANALYSIS_PICARD\x10\x02\"\xdc\x01\n\x1c\x41ssignReduceStiffnessEnabled\x12k\ngASSIGN_REDUCE_STIFFNESS_ENABLED_FAIILING_MEMBERS_TO_BE_REMOVED_INDIVIDUALY_DURING_SUCCESSIVE_ITERATIONS\x10\x00\x12O\nKASSIGN_REDUCE_STIFFNESS_ENABLED_ASSIGN_REDUCED_STIFFNESS_TO_FAILING_MEMBERS\x10\x01\x42\x05\n\x03_noB\x1c\n\x1a_user_defined_name_enabledB\x07\n\x05_nameB\x10\n\x0e_analysis_typeB*\n(_iterative_method_for_nonlinear_analysisB\x1b\n\x19_max_number_of_iterationsB\x1c\n\x1a_number_of_load_incrementsB4\n2_standard_precision_and_tolerance_settings_enabledB$\n\"_ignore_all_nonlinearities_enabledB>\n<_precision_of_convergence_criteria_for_nonlinear_calculationB&\n$_modify_loading_by_multiplier_factorB\x1c\n\x1a_loading_multiplier_factorB#\n!_divide_results_by_loading_factorB6\n4_consider_favorable_effect_due_to_tension_in_membersB&\n$_displacements_due_to_bourdon_effectB&\n$_save_results_of_all_load_incrementsB\n\n\x08_commentB.\n,_refer_internal_forces_to_deformed_structureB@\n>_refer_internal_forces_to_deformed_structure_for_normal_forcesB?\n=_refer_internal_forces_to_deformed_structure_for_shear_forcesB:\n8_refer_internal_forces_to_deformed_structure_for_momentsB\x1a\n\x18_mass_conversion_enabledB*\n(_mass_conversion_defined_as_accelerationB(\n&_mass_conversion_factor_in_direction_xB.\n,_mass_conversion_acceleration_in_direction_xB(\n&_mass_conversion_factor_in_direction_yB.\n,_mass_conversion_acceleration_in_direction_yB(\n&_mass_conversion_factor_in_direction_zB.\n,_mass_conversion_acceleration_in_direction_zB:\n8_deformation_of_failing_members_and_reactivation_enabledB\"\n _maximum_number_of_reactivationsB\x1f\n\x1d_exceptional_handling_enabledB\"\n _assign_reduce_stiffness_enabledB \n\x1e_reduction_factor_of_stiffnessB\x17\n\x15_id_for_export_importB\x1d\n\x1b_metadata_for_export_importb\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rstab.loading.static_analysis_settings_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_STATICANALYSISSETTINGS']._serialized_start=86
  _globals['_STATICANALYSISSETTINGS']._serialized_end=4353
  _globals['_STATICANALYSISSETTINGS_ANALYSISTYPE']._serialized_start=2116
  _globals['_STATICANALYSISSETTINGS_ANALYSISTYPE']._serialized_end=2248
  _globals['_STATICANALYSISSETTINGS_ITERATIVEMETHODFORNONLINEARANALYSIS']._serialized_start=2251
  _globals['_STATICANALYSISSETTINGS_ITERATIVEMETHODFORNONLINEARANALYSIS']._serialized_end=2716
  _globals['_STATICANALYSISSETTINGS_ASSIGNREDUCESTIFFNESSENABLED']._serialized_start=2719
  _globals['_STATICANALYSISSETTINGS_ASSIGNREDUCESTIFFNESSENABLED']._serialized_end=2939
# @@protoc_insertion_point(module_scope)
