LoadCombination#

Attribute Name

Data Type

Description

no

int

Object number

analysis_type

AnalysisType

Analysis type

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

int

Initial state case

consider_construction_stage

bool

Consider construction stage

construction_stage

int

Construction stage

creep_loading_case

int

Creep loading case

sustained_load_enabled

bool

Sustained load enabled

sustained_load

int

Sustained load

sway_load_enabled

bool

Sway load enabled

sway_load

int

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

geotechnical_analysis_reset_small_strain_history

bool

Reset small strain history

pushover_vertical_loads_case

int

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

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_type

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_type

Strain

factor

float

comment

str

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_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_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