LoadCombination

Attribute Name	Data Type	Description
no	int	Object number
analysis_type	AnalysisType	Analysis type
associated_standard	int	Associated standard
design_situation	int	Design Situation
user_defined_name_enabled	bool	User-defined name enabled
name	str	Load Combination Name
static_analysis_settings	int	Static analysis settings
import_modal_analysis_load_case	int	Import load case of modal analysis
calculate_critical_load	bool	Calculate critical load
stability_analysis_settings	int	Stability analysis settings
consider_imperfection	bool	Consider imperfection
imperfection_case	int	Imperfection case
consider_initial_state	bool	Consider initial state
initial_state_case	ObjectId	Initial state case
consider_creep_loading_case	bool	Consider creep caused by permanent load
creep_loading_case	ObjectId	Creep loading case
import_elastic_support_coefficients	bool	Import elastic support coefficients from
elastic_support_coefficients_loading	ObjectId	Loading elastic support coefficients
sustained_load_enabled	bool	Sustained load enabled
sustained_load	ObjectId	Sustained load
sway_load_enabled	bool	Sway load enabled
sway_load	ObjectId	Sway load
structure_modification_enabled	bool	Consider structure modification
structure_modification	int	Structure modification
to_solve	bool	To Solve
comment	str	Comment
load_duration	LoadDuration	Load duration
items	ItemsTable	Items
combination_rule_str	str	Combination rule string
loading_start	float	Loading start
time_being_investigated	float	Start/end of analysis
is_generated	bool	Generated by
generating_object_info	str	Generated by
initial_state_definition_type	InitialStateDefinitionType	Definition type
individual_factors_of_selected_objects_table	IndividualFactorsOfSelectedObjectsTable	‘Individual Factors of Selected Objects’ table
pushover_analysis_settings	int	Pushover analysis settings
pushover_vertical_loads_case	ObjectId	Case of vertical loads
pushover_modal_analysis_from_load_case	int	Modal analysis from load case
pushover_direction	PushoverDirection	Direction
pushover_normalized_displacements	PushoverNormalizedDisplacements	Normalized displacements
pushover_mode_shape_number	int	Mode shape number | 𝛟
pushover_response_spectrum	int	Response spectrum
pushover_response_spectrum_scale_factor	float	Scale factor of response spectrum
time_history_analysis_settings	int	Time history analysis settings
time_history_import_masses_from	ObjectId	Import masses from
corresponding_load_combinations	CorrespondingLoadCombinationsTable	Corresponding load combinations
id_for_export_import	str
metadata_for_export_import	str

Associated Data Types

ItemsTable

Attribute Name	Data Type	Description
rows	List[ItemsRow]

ItemsRow

Attribute Name	Data Type	Description
no	int
description	str
factor	float
load_case	int
action	int
is_leading	bool
gamma	float
psi	float
xi	float
k_fi	float
c_esl	float
k_def	float
psi_0	float
psi_1	float
psi_2	float
fi	float
gamma_0	float
alfa	float
k_f	float
phi	float
rho	float
omega_0	float
gamma_l_1	float
k_creep	float
gamma_n	float
j_2	float
omega_m	float
omega_n	float
d1	float
d2	float
shift	float
amplitude_function	AmplitudeFunction
time_diagram	int
time_slip	float

IndividualFactorsOfSelectedObjectsTable

Attribute Name	Data Type	Description
rows	List[IndividualFactorsOfSelectedObjectsTableRow]

IndividualFactorsOfSelectedObjectsTableRow

Attribute Name	Data Type	Description
no	int
description	str
object_type	ObjectType
object_list	List[int]
strain	Strain
factor	float
comment	str

CorrespondingLoadCombinationsTable

Attribute Name	Data Type	Description
rows	List[CorrespondingLoadCombinationsRow]

CorrespondingLoadCombinationsRow

Attribute Name	Data Type	Description
no	int
description	str
design_situation	int
corresponding_load_combinations	int

Associated Enums

AnalysisType

Name
ANALYSIS_TYPE_UNKNOWN
ANALYSIS_TYPE_HARMONIC_RESPONSE_ANALYSIS
ANALYSIS_TYPE_PUSHOVER
ANALYSIS_TYPE_STATIC_ANALYSIS
ANALYSIS_TYPE_STATIC_CREEP_AND_SHRINKAGE
ANALYSIS_TYPE_STATIC_TIME_DEPENDENCE
ANALYSIS_TYPE_TIME_HISTORY_TIME_DIAGRAM

LoadDuration

Name
LOAD_DURATION_UNKNOWN
LOAD_DURATION_10_MINUTES
LOAD_DURATION_10_SECONDS
LOAD_DURATION_12_HOURS
LOAD_DURATION_1_DAY
LOAD_DURATION_1_HOUR
LOAD_DURATION_1_MINUTE
LOAD_DURATION_1_MONTH
LOAD_DURATION_1_WEEK
LOAD_DURATION_1_YEAR
LOAD_DURATION_3_MONTHS
LOAD_DURATION_3_SECONDS
LOAD_DURATION_50_YEARS
LOAD_DURATION_5_DAYS
LOAD_DURATION_5_HOURS
LOAD_DURATION_5_MINUTES
LOAD_DURATION_5_MONTHS
LOAD_DURATION_5_SECONDS
LOAD_DURATION_ASD_IMPACT_LRFD_EQUAL_TO_1_25
LOAD_DURATION_ASD_PERMANENT_LRFD_EQUAL_TO_0_6
LOAD_DURATION_ASD_SEVEN_DAYS_LRFD_EQUAL_TO_0_9
LOAD_DURATION_ASD_TEN_MINUTES_LRFD_EQUAL_TO_1_0
LOAD_DURATION_ASD_TEN_YEARS_LRFD_EQUAL_TO_0_7
LOAD_DURATION_ASD_TWO_MONTHS_LRFD_EQUAL_TO_0_8
LOAD_DURATION_BEYOND_1_YEAR
LOAD_DURATION_IMPACT
LOAD_DURATION_INSTANTANEOUS
LOAD_DURATION_LONG_TERM
LOAD_DURATION_MEDIUM_TERM
LOAD_DURATION_PERMANENT
LOAD_DURATION_SEVEN_DAYS
LOAD_DURATION_SHORT_TERM
LOAD_DURATION_SHORT_TERM_INSTANTANEOUS
LOAD_DURATION_STANDARD_TERM
LOAD_DURATION_TEN_MINUTES
LOAD_DURATION_TEN_YEARS
LOAD_DURATION_TWO_MONTHS

AmplitudeFunction

Name
AMPLITUDE_FUNCTION_CONSTANT
AMPLITUDE_FUNCTION_LINEAR
AMPLITUDE_FUNCTION_QUADRATIC

InitialStateDefinitionType

Name
INITIAL_STATE_DEFINITION_TYPE_FINAL_STATE
INITIAL_STATE_DEFINITION_TYPE_STIFFNESS
INITIAL_STATE_DEFINITION_TYPE_STRAINS
INITIAL_STATE_DEFINITION_TYPE_STRAINS_WITH_USER_DEFINED_FACTORS

ObjectType

Name
OBJECT_TYPE_UNKNOWN
OBJECT_TYPE_LINE_HINGE
OBJECT_TYPE_LINE_WITH_SUPPORT
OBJECT_TYPE_MEMBER
OBJECT_TYPE_MEMBER_HINGE
OBJECT_TYPE_NODE_WITH_SUPPORT
OBJECT_TYPE_SOLID
OBJECT_TYPE_SURFACE

Strain

Name
STRAIN_ALL
STRAIN_ALONG_X
STRAIN_ALONG_Y
STRAIN_ALONG_Z
STRAIN_AROUND_X
STRAIN_AROUND_Y
STRAIN_AROUND_Z

PushoverDirection

Name
PUSHOVER_DIRECTION_X
PUSHOVER_DIRECTION_MINUS_X
PUSHOVER_DIRECTION_MINUS_Y
PUSHOVER_DIRECTION_Y

PushoverNormalizedDisplacements

Name
PUSHOVER_NORMALIZED_DISPLACEMENTS_UNIFORM
PUSHOVER_NORMALIZED_DISPLACEMENTS_MODAL_AUTOMATIC_MODAL_SHAPE
PUSHOVER_NORMALIZED_DISPLACEMENTS_MODAL_USER_SELECTED_MODAL_SHAPE