Input URI
|
{base url} + db/THIS-M1 |
|---|
Active Methods
|
POST, GET, PUT, DELETE |
|---|
JSON Schema
Details
{
"type": "object",
"additionalProperties": false,
"required": [
"Assign"
],
"properties": {
"Assign": {
"type": "object",
"description": "인덱스 문자열 키별 Time History Load Case 입력 값 (gvs1: SSOT planner)",
"minProperties": 1,
"additionalProperties": {
"type": "object",
"unevaluatedProperties": false,
"allOf": [
{
"type": "object",
"properties": {
"NAME": {
"type": "string",
"description": "Name (길이 1~20, 중복 불가)"
},
"DESC": {
"type": "string",
"description": "Description (길이 ≤80. TrimRight + \\n 제거 자동)",
"default": ""
},
"ANAL_CASE": {
"type": "object",
"additionalProperties": false,
"description": "Analysis case options",
"properties": {
"ANAL_TYPE": {
"type": "integer",
"enum": [
0,
1
],
"description": "Linear / Nonlinear (DB 1/2. Schema 0/1)"
},
"ANAL_METHOD": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Modal / Direct Integration / Static (Linear+Static 조합 거부)"
},
"TH_TYPE": {
"type": "integer",
"enum": [
0,
1
],
"description": "Transient / Periodic (Nonlinear/Direct/Static 시 Periodic 거부)"
}
},
"allOf": [
{
"description": "When ANAL_TYPE = 0, ANAL_METHOD = 2 is not allowed",
"if": {
"properties": {
"ANAL_TYPE": {
"const": 0
}
},
"required": [
"ANAL_TYPE"
]
},
"then": {
"properties": {
"ANAL_METHOD": {
"enum": [
0,
1
]
}
}
}
},
{
"description": "When ANAL_TYPE = 0 and ANAL_METHOD = 1, TH_TYPE = 1 is not allowed",
"if": {
"properties": {
"ANAL_TYPE": {
"const": 0
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"then": {
"properties": {
"TH_TYPE": {
"enum": [
0
]
}
}
}
},
{
"description": "When ANAL_TYPE = 1 and ANAL_METHOD in [0, 1], TH_TYPE = 1 is not allowed",
"if": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"enum": [
0,
1
]
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"then": {
"properties": {
"TH_TYPE": {
"enum": [
0
]
}
}
}
},
{
"description": "When ANAL_TYPE = 1 and ANAL_METHOD = 2, TH_TYPE must not be provided",
"if": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 2
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"then": {
"not": {
"required": [
"TH_TYPE"
]
}
}
}
]
},
"ENDTIME": {
"type": "number",
"description": "End Time (> 0)"
},
"TIME_INC": {
"type": "number",
"description": "Time Increment (> 0, TIME_INC <= ENDTIME)"
},
"OUTPUT_STEP": {
"type": "integer",
"minimum": 1,
"default": 1,
"description": "Step Number Increment for Output (>= 1. Non-static: <= floor(ENDTIME/TIME_INC))"
},
"INC_STEP": {
"type": "integer",
"description": "Increment Steps (Nonlinear Static 시 실질 필수. 서버 >= 1 강제)",
"default": 1
},
"INIT_METHOD": {
"type": "string",
"enum": [
"INIT",
"ORDER"
],
"description": "Order in Seq Load / Initial Load (enum 노출. DB 0/1)"
},
"USE_INIT_LOAD": {
"type": "boolean",
"description": "Use Initial Load (Defined in TMHS Global Control)"
},
"SUBSEQ": {
"type": "object",
"additionalProperties": false,
"description": "Subsequent load options",
"properties": {
"OPT_USE": {
"type": "boolean",
"description": "Subsequent to (true 시 하위 필드 필수)",
"default": false
},
"SUBSEQ_LOAD": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Load Case (Schema == DB)"
},
"LCTYPE": {
"type": "string",
"enum": [
"ST",
"CS",
"TH"
],
"description": "Subsequent load case type (Static:ST, Construction Stage:CS, Time History:TH)"
},
"CASE": {
"type": "string",
"description": "Load Case Name"
}
},
"allOf": [
{
"description": "OPT_USE = false -> SUBSEQ_LOAD, LCTYPE, CASE must not be provided",
"if": {
"properties": {
"OPT_USE": {
"const": false
}
},
"required": [
"OPT_USE"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"SUBSEQ_LOAD"
]
},
{
"required": [
"LCTYPE"
]
},
{
"required": [
"CASE"
]
}
]
}
}
},
{
"description": "OPT_USE = true -> SUBSEQ_LOAD required",
"if": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"then": {
"required": [
"SUBSEQ_LOAD"
]
}
},
{
"description": "SUBSEQ_LOAD = 0 -> LCTYPE, CASE required",
"if": {
"properties": {
"OPT_USE": {
"const": true
},
"SUBSEQ_LOAD": {
"const": 0
}
},
"required": [
"OPT_USE",
"SUBSEQ_LOAD"
]
},
"then": {
"required": [
"LCTYPE",
"CASE"
]
}
},
{
"description": "SUBSEQ_LOAD = 1 or 2 -> LCTYPE, CASE must not be provided",
"if": {
"properties": {
"OPT_USE": {
"const": true
},
"SUBSEQ_LOAD": {
"enum": [
1,
2
]
}
},
"required": [
"OPT_USE",
"SUBSEQ_LOAD"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"LCTYPE"
]
},
{
"required": [
"CASE"
]
}
]
}
}
}
]
},
"CUM_DVA": {
"type": "boolean",
"description": "Cumulate D/V/A Results (특정 조합에서만 의미 (INIT_METHOD/ORDER+LCTYPE 등))",
"default": false
},
"KEEP_LOAD": {
"type": "boolean",
"description": "Keep Final Step Loads Constant",
"default": false
},
"KEEP_ACC": {
"type": "boolean",
"description": "Keep Final Step Accelerations (특정 조합(Linear/Nonlinear Direct + ORDER+LC+TH)에서만 의미)",
"default": false
},
"GEOM_NL_TYPE": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "None / P-Delta / Large Displacements (**DB 스왑**: Schema 1↔DB 2, Schema 2↔DB 1)",
"default": 0
}
},
"allOf": [
{
"description": "When INIT_METHOD = INIT, USE_INIT_LOAD is required and SUBSEQ must not be provided",
"if": {
"properties": {
"INIT_METHOD": {
"const": "INIT"
}
},
"required": [
"INIT_METHOD"
]
},
"then": {
"required": [
"USE_INIT_LOAD"
],
"not": {
"required": [
"SUBSEQ"
]
}
}
},
{
"description": "When INIT_METHOD = ORDER, SUBSEQ is required and USE_INIT_LOAD must not be provided",
"if": {
"properties": {
"INIT_METHOD": {
"const": "ORDER"
}
},
"required": [
"INIT_METHOD"
]
},
"then": {
"required": [
"SUBSEQ"
],
"not": {
"required": [
"USE_INIT_LOAD"
]
}
}
},
{
"description": "For INIT method, when USE_INIT_LOAD = false, CUM_DVA and KEEP_LOAD must not be provided",
"if": {
"properties": {
"INIT_METHOD": {
"const": "INIT"
},
"USE_INIT_LOAD": {
"const": false
}
},
"required": [
"INIT_METHOD",
"USE_INIT_LOAD"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"CUM_DVA"
]
},
{
"required": [
"KEEP_LOAD"
]
}
]
}
}
},
{
"description": "For INIT method, when USE_INIT_LOAD = true, CUM_DVA and KEEP_LOAD are required",
"if": {
"properties": {
"INIT_METHOD": {
"const": "INIT"
},
"USE_INIT_LOAD": {
"const": true
}
},
"required": [
"INIT_METHOD",
"USE_INIT_LOAD"
]
},
"then": {
"required": [
"CUM_DVA",
"KEEP_LOAD"
]
}
},
{
"description": "For ORDER method, CUM_DVA and KEEP_LOAD are allowed only when SUBSEQ is enabled, SUBSEQ_LOAD=0 and LCTYPE=TH",
"if": {
"properties": {
"INIT_METHOD": {
"const": "ORDER"
},
"SUBSEQ": {
"properties": {
"OPT_USE": {
"const": true
},
"SUBSEQ_LOAD": {
"const": 0
},
"LCTYPE": {
"const": "TH"
}
},
"required": [
"OPT_USE",
"SUBSEQ_LOAD",
"LCTYPE"
]
}
},
"required": [
"INIT_METHOD",
"SUBSEQ"
]
},
"then": {},
"else": {
"if": {
"properties": {
"INIT_METHOD": {
"const": "ORDER"
}
},
"required": [
"INIT_METHOD"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"CUM_DVA"
]
},
{
"required": [
"KEEP_LOAD"
]
}
]
}
}
}
},
{
"description": "KEEP_ACC is enabled only when analysis is Linear Direct Integration, Nonlinear Direct Integration, or Nonlinear Static, and INIT_METHOD=ORDER with SUBSEQ OPT_USE=true, SUBSEQ_LOAD=0, LCTYPE=TH",
"if": {
"properties": {
"ANAL_CASE": {
"oneOf": [
{
"properties": {
"ANAL_TYPE": {
"const": 0
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
{
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
{
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 2
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
]
},
"INIT_METHOD": {
"const": "ORDER"
},
"SUBSEQ": {
"properties": {
"OPT_USE": {
"const": true
},
"SUBSEQ_LOAD": {
"const": 0
},
"LCTYPE": {
"const": "TH"
}
},
"required": [
"OPT_USE",
"SUBSEQ_LOAD",
"LCTYPE"
]
}
},
"required": [
"ANAL_CASE",
"INIT_METHOD",
"SUBSEQ"
]
},
"then": {},
"else": {
"not": {
"required": [
"KEEP_ACC"
]
}
}
},
{
"description": "GEOM_NL_TYPE is required only for Nonlinear Direct Integration/Static with INIT, or Nonlinear Direct Integration/Static with ORDER+SUBSEQ(OPT_USE=true,SUBSEQ_LOAD=0,LCTYPE=TH)",
"if": {
"anyOf": [
{
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"INIT_METHOD": {
"const": "INIT"
}
},
"required": [
"ANAL_CASE",
"INIT_METHOD"
]
},
{
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 2
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"INIT_METHOD": {
"const": "INIT"
}
},
"required": [
"ANAL_CASE",
"INIT_METHOD"
]
},
{
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"enum": [
1,
2
]
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"INIT_METHOD": {
"const": "ORDER"
},
"SUBSEQ": {
"properties": {
"OPT_USE": {
"const": true
},
"SUBSEQ_LOAD": {
"const": 0
},
"LCTYPE": {
"const": "TH"
}
},
"required": [
"OPT_USE",
"SUBSEQ_LOAD",
"LCTYPE"
]
}
},
"required": [
"ANAL_CASE",
"INIT_METHOD",
"SUBSEQ"
]
}
]
},
"then": {
"required": [
"GEOM_NL_TYPE"
]
},
"else": {
"not": {
"required": [
"GEOM_NL_TYPE"
]
}
}
},
{
"description": "Nonlinear Direct/Static, ORDER+SUBSEQ(OPT_USE=true)이고 GEOM_NL_TYPE이 있을 때: [0,1(P-Delta)] → SUBSEQ_LOAD in [0,1]; 2(Large) → in [0,2] (SSOT runtime_constraints; Grid 3는 M1 미노출로 스키마 제외)",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"enum": [
1,
2
]
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"INIT_METHOD": {
"const": "ORDER"
},
"SUBSEQ": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"GEOM_NL_TYPE": {}
},
"required": [
"ANAL_CASE",
"INIT_METHOD",
"SUBSEQ",
"GEOM_NL_TYPE"
]
},
"then": {
"allOf": [
{
"if": {
"properties": {
"GEOM_NL_TYPE": {
"enum": [
0,
1
]
}
},
"required": [
"GEOM_NL_TYPE"
]
},
"then": {
"properties": {
"SUBSEQ": {
"properties": {
"SUBSEQ_LOAD": {
"enum": [
0,
1
]
}
}
}
}
}
},
{
"if": {
"properties": {
"GEOM_NL_TYPE": {
"const": 2
}
},
"required": [
"GEOM_NL_TYPE"
]
},
"then": {
"properties": {
"SUBSEQ": {
"properties": {
"SUBSEQ_LOAD": {
"enum": [
0,
2
]
}
}
}
}
}
}
]
}
}
]
},
{
"type": "object",
"properties": {
"DAMPING": {
"oneOf": [
{
"type": "object",
"additionalProperties": false,
"required": [
"DAMPING_METHOD",
"ALL_DAMPING_RATIO"
],
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"const": 0,
"description": "Damping Method (DB 1~4 (±1 offset). Modal+Element(3) 조합 거부. Strain Energy/Element Mass&Stiff는 DAMPING_METHOD만 저장, 세부 파라미터 DTO 미노출)",
"enum": [
0,
1,
2,
3
]
},
"ALL_DAMPING_RATIO": {
"type": "number",
"description": "Damping Ratio for All Modes (∈ [0, 1])"
},
"MODAL_DAMPING_RATIO": {
"type": "array",
"description": "Modal Damping Overrides (각 원소 MODE_NO(>0, 중복 금지) + DAMPING([0,1]))",
"items": {
"type": "object",
"additionalProperties": false,
"required": [
"MODE_NO",
"DAMPING"
],
"properties": {
"MODE_NO": {
"type": "integer",
"description": "Mode Number"
},
"DAMPING": {
"type": "number",
"description": "Damping Ratio"
}
}
}
}
}
},
{
"type": "object",
"additionalProperties": false,
"required": [
"DAMPING_METHOD",
"COEF_INPUT",
"USE_MASS",
"USE_STIFF"
],
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"const": 1,
"description": "Damping Method (DB 1~4 (±1 offset). Modal+Element(3) 조합 거부. Strain Energy/Element Mass&Stiff는 DAMPING_METHOD만 저장, 세부 파라미터 DTO 미노출)",
"enum": [
0,
1,
2,
3
]
},
"COEF_INPUT": {
"type": "integer",
"enum": [
0,
1
],
"description": "Direct Specification / Calculate from Modal Damping (DB 1/2)"
},
"USE_MASS": {
"type": "boolean",
"description": "Mass Proportional (USE_MASS / USE_STIFF 최소 1개 true)"
},
"USE_STIFF": {
"type": "boolean",
"description": "Stiffness Proportional (—)"
},
"MASS_VALUE": {
"type": "number",
"description": "Mass Coefficient (Rm)"
},
"STIFF_VALUE": {
"type": "number",
"description": "Stiffness Coefficient (Rk)"
},
"COEF_CALC": {
"type": "integer",
"enum": [
0,
1
],
"description": "Frequency / Period (DB 1/2)"
},
"FREQ1": {
"type": "number",
"description": "Mode 1 Frequency (> 0)"
},
"FREQ2": {
"type": "number",
"description": "Mode 2 Frequency (> 0, FREQ1 != FREQ2)"
},
"PERIOD1": {
"type": "number",
"description": "Mode 1 Period (> 0)"
},
"PERIOD2": {
"type": "number",
"description": "Mode 2 Period (> 0, PERIOD1 != PERIOD2)"
},
"DR1": {
"type": "number",
"description": "Mode 1 Damping Ratio (∈ [0, 1])"
},
"DR2": {
"type": "number",
"description": "Mode 2 Damping Ratio (∈ [0, 1])"
}
},
"allOf": [
{
"description": "At least one of USE_MASS or USE_STIFF should be true",
"not": {
"properties": {
"USE_MASS": {
"const": false
},
"USE_STIFF": {
"const": false
}
},
"required": [
"USE_MASS",
"USE_STIFF"
]
}
},
{
"description": "When COEF_INPUT = 0, COEF_CALC and modal input fields must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 0
}
},
"required": [
"COEF_INPUT"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"COEF_CALC"
]
},
{
"required": [
"FREQ1"
]
},
{
"required": [
"FREQ2"
]
},
{
"required": [
"PERIOD1"
]
},
{
"required": [
"PERIOD2"
]
},
{
"required": [
"DR1"
]
},
{
"required": [
"DR2"
]
}
]
}
}
},
{
"description": "When COEF_INPUT = 0 and USE_MASS = true, MASS_VALUE is required",
"if": {
"properties": {
"COEF_INPUT": {
"const": 0
},
"USE_MASS": {
"const": true
}
},
"required": [
"COEF_INPUT",
"USE_MASS"
]
},
"then": {
"required": [
"MASS_VALUE"
]
}
},
{
"description": "When COEF_INPUT = 0 and USE_MASS = false, MASS_VALUE must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 0
},
"USE_MASS": {
"const": false
}
},
"required": [
"COEF_INPUT",
"USE_MASS"
]
},
"then": {
"not": {
"required": [
"MASS_VALUE"
]
}
}
},
{
"description": "When COEF_INPUT = 0 and USE_STIFF = true, STIFF_VALUE is required",
"if": {
"properties": {
"COEF_INPUT": {
"const": 0
},
"USE_STIFF": {
"const": true
}
},
"required": [
"COEF_INPUT",
"USE_STIFF"
]
},
"then": {
"required": [
"STIFF_VALUE"
]
}
},
{
"description": "When COEF_INPUT = 0 and USE_STIFF = false, STIFF_VALUE must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 0
},
"USE_STIFF": {
"const": false
}
},
"required": [
"COEF_INPUT",
"USE_STIFF"
]
},
"then": {
"not": {
"required": [
"STIFF_VALUE"
]
}
}
},
{
"description": "When COEF_INPUT = 1, direct coefficient values must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 1
}
},
"required": [
"COEF_INPUT"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"MASS_VALUE"
]
},
{
"required": [
"STIFF_VALUE"
]
}
]
}
}
},
{
"description": "When COEF_INPUT = 1 and at least one of USE_MASS or USE_STIFF is true, COEF_CALC is required",
"if": {
"properties": {
"COEF_INPUT": {
"const": 1
}
},
"required": [
"COEF_INPUT"
]
},
"then": {
"required": [
"COEF_CALC"
]
}
},
{
"description": "When COEF_INPUT = 1 and COEF_CALC = 0, period inputs must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 1
},
"COEF_CALC": {
"const": 0
}
},
"required": [
"COEF_INPUT",
"COEF_CALC"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"PERIOD1"
]
},
{
"required": [
"PERIOD2"
]
}
]
}
}
},
{
"description": "When COEF_INPUT = 1 and COEF_CALC = 1, frequency inputs must not be provided",
"if": {
"properties": {
"COEF_INPUT": {
"const": 1
},
"COEF_CALC": {
"const": 1
}
},
"required": [
"COEF_INPUT",
"COEF_CALC"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"FREQ1"
]
},
{
"required": [
"FREQ2"
]
}
]
}
}
},
{
"description": "When COEF_INPUT = 1 and both USE_MASS and USE_STIFF are true, first and second mode values are required",
"if": {
"properties": {
"COEF_INPUT": {
"const": 1
},
"USE_MASS": {
"const": true
},
"USE_STIFF": {
"const": true
}
},
"required": [
"COEF_INPUT",
"USE_MASS",
"USE_STIFF"
]
},
"then": {
"allOf": [
{
"if": {
"properties": {
"COEF_CALC": {
"const": 0
}
},
"required": [
"COEF_CALC"
]
},
"then": {
"required": [
"FREQ1",
"DR1",
"FREQ2",
"DR2"
]
}
},
{
"if": {
"properties": {
"COEF_CALC": {
"const": 1
}
},
"required": [
"COEF_CALC"
]
},
"then": {
"required": [
"PERIOD1",
"DR1",
"PERIOD2",
"DR2"
]
}
}
]
}
},
{
"description": "When COEF_INPUT = 1 and exactly one of USE_MASS or USE_STIFF is true, only first mode values are required and second mode values must not be provided",
"if": {
"oneOf": [
{
"properties": {
"COEF_INPUT": {
"const": 1
},
"USE_MASS": {
"const": true
},
"USE_STIFF": {
"const": false
}
},
"required": [
"COEF_INPUT",
"USE_MASS",
"USE_STIFF"
]
},
{
"properties": {
"COEF_INPUT": {
"const": 1
},
"USE_MASS": {
"const": false
},
"USE_STIFF": {
"const": true
}
},
"required": [
"COEF_INPUT",
"USE_MASS",
"USE_STIFF"
]
}
]
},
"then": {
"allOf": [
{
"if": {
"properties": {
"COEF_CALC": {
"const": 0
}
},
"required": [
"COEF_CALC"
]
},
"then": {
"required": [
"FREQ1",
"DR1"
],
"not": {
"anyOf": [
{
"required": [
"FREQ2"
]
},
{
"required": [
"DR2"
]
},
{
"required": [
"PERIOD1"
]
},
{
"required": [
"PERIOD2"
]
}
]
}
}
},
{
"if": {
"properties": {
"COEF_CALC": {
"const": 1
}
},
"required": [
"COEF_CALC"
]
},
"then": {
"required": [
"PERIOD1",
"DR1"
],
"not": {
"anyOf": [
{
"required": [
"PERIOD2"
]
},
{
"required": [
"DR2"
]
},
{
"required": [
"FREQ1"
]
},
{
"required": [
"FREQ2"
]
}
]
}
}
}
]
}
}
]
},
{
"type": "object",
"additionalProperties": false,
"required": [
"DAMPING_METHOD"
],
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"const": 2,
"description": "Damping Method (DB 1~4 (±1 offset). Modal+Element(3) 조합 거부. Strain Energy/Element Mass&Stiff는 DAMPING_METHOD만 저장, 세부 파라미터 DTO 미노출)",
"enum": [
0,
1,
2,
3
]
}
}
},
{
"type": "object",
"additionalProperties": false,
"required": [
"DAMPING_METHOD"
],
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"const": 3,
"description": "Damping Method (DB 1~4 (±1 offset). Modal+Element(3) 조합 거부. Strain Energy/Element Mass&Stiff는 DAMPING_METHOD만 저장, 세부 파라미터 DTO 미노출)",
"enum": [
0,
1,
2,
3
]
}
}
}
]
}
}
},
{
"type": "object",
"properties": {
"INC_CTRL": {
"type": "object",
"additionalProperties": false,
"required": [
"INC_METHOD"
],
"properties": {
"INC_METHOD": {
"type": "integer",
"enum": [
0,
1
],
"description": "Load Control / Displacement Control (Schema == DB)"
},
"SF": {
"type": "number",
"description": "Scale Factor",
"default": 1
},
"DISP_CTRL": {
"type": "object",
"additionalProperties": false,
"properties": {
"CTRL_OPT": {
"type": "integer",
"enum": [
0,
1
],
"description": "Global / Master Node Control"
},
"MAX_TRANS_DISP": {
"type": "number",
"description": "Maximum Translational Displacement (!= 0)"
},
"MASTER_NODE": {
"type": "integer",
"description": "Master Node (ExistNode 통과)"
},
"MASTER_DIR": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Master Direction (DB 1/2/3 (±1 offset))"
},
"MAX_DISP": {
"type": "number",
"description": "Maximum Displacement (!= 0)"
}
},
"required": [
"CTRL_OPT"
],
"allOf": [
{
"description": "When CTRL_OPT = 0, MAX_TRANS_DISP is required and node control values must not be provided",
"if": {
"properties": {
"CTRL_OPT": {
"const": 0
}
},
"required": [
"CTRL_OPT"
]
},
"then": {
"required": [
"MAX_TRANS_DISP"
],
"not": {
"anyOf": [
{
"required": [
"MASTER_NODE"
]
},
{
"required": [
"MASTER_DIR"
]
},
{
"required": [
"MAX_DISP"
]
}
]
}
}
},
{
"description": "When CTRL_OPT = 1, MASTER_NODE, MASTER_DIR and MAX_DISP are required and MAX_TRANS_DISP must not be provided",
"if": {
"properties": {
"CTRL_OPT": {
"const": 1
}
},
"required": [
"CTRL_OPT"
]
},
"then": {
"required": [
"MASTER_NODE",
"MASTER_DIR",
"MAX_DISP"
],
"not": {
"required": [
"MAX_TRANS_DISP"
]
}
}
}
]
}
},
"allOf": [
{
"description": "When INC_METHOD = 0 (Load Control), SF is required and DISP_CTRL must not be provided",
"if": {
"properties": {
"INC_METHOD": {
"const": 0
}
},
"required": [
"INC_METHOD"
]
},
"then": {
"required": [
"SF"
],
"not": {
"required": [
"DISP_CTRL"
]
}
}
},
{
"description": "When INC_METHOD = 1 (Displacement Control), DISP_CTRL is required and SF must not be provided",
"if": {
"properties": {
"INC_METHOD": {
"const": 1
}
},
"required": [
"INC_METHOD"
]
},
"then": {
"required": [
"DISP_CTRL"
],
"not": {
"required": [
"SF"
]
}
}
}
]
}
}
},
{
"type": "object",
"properties": {
"TIME_PARAM": {
"type": "object",
"additionalProperties": false,
"required": [
"METHOD"
],
"properties": {
"METHOD": {
"type": "integer",
"enum": [
0,
1
],
"description": "Newmark / HHT (Schema == DB (0/1))"
},
"NEWMARK_METHOD": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Constant / Linear Acceleration / User Input (DB 1/2/3)"
},
"GAMMA": {
"type": "number",
"description": "Gamma (NEWMARK_METHOD == 2 (User) 시 > 0)",
"default": 0.5
},
"BETA": {
"type": "number",
"description": "Beta (NEWMARK_METHOD == 2 시 > 0)",
"default": 0.25
}
},
"allOf": [
{
"description": "When METHOD = 0, NEWMARK_METHOD, GAMMA and BETA must not be provided",
"if": {
"properties": {
"METHOD": {
"const": 0
}
},
"required": [
"METHOD"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"NEWMARK_METHOD"
]
},
{
"required": [
"GAMMA"
]
},
{
"required": [
"BETA"
]
}
]
}
}
},
{
"description": "When METHOD = 1, NEWMARK_METHOD is required",
"if": {
"properties": {
"METHOD": {
"const": 1
}
},
"required": [
"METHOD"
]
},
"then": {
"required": [
"NEWMARK_METHOD"
]
}
},
{
"description": "When METHOD = 1 and NEWMARK_METHOD = 2, GAMMA and BETA are required",
"if": {
"properties": {
"METHOD": {
"const": 1
},
"NEWMARK_METHOD": {
"const": 2
}
},
"required": [
"METHOD",
"NEWMARK_METHOD"
]
},
"then": {
"required": [
"GAMMA",
"BETA"
]
}
},
{
"description": "When METHOD = 1 and NEWMARK_METHOD in [0, 1], GAMMA and BETA must not be provided",
"if": {
"properties": {
"METHOD": {
"const": 1
},
"NEWMARK_METHOD": {
"enum": [
0,
1
]
}
},
"required": [
"METHOD",
"NEWMARK_METHOD"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"GAMMA"
]
},
{
"required": [
"BETA"
]
}
]
}
}
}
]
}
}
},
{
"type": "object",
"properties": {
"NONL_CTRL_PARAM": {
"type": "object",
"additionalProperties": false,
"properties": {
"PERFORM_ITER": {
"type": "boolean",
"description": "Perform Iteration (true 시 ITER_CTRL 서브 객체 의미)",
"default": true
},
"ITER_CTRL": {
"type": "object",
"additionalProperties": false,
"required": [
"MAX_ITER"
],
"properties": {
"PERMIT_FAIL": {
"type": "boolean",
"description": "Permit Convergence Failure",
"default": true
},
"MAX_ITER": {
"type": "integer",
"minimum": 1,
"description": "Max. Number of Iteration (>= 1)"
},
"NORM_CTRL": {
"type": "object",
"additionalProperties": false,
"properties": {
"DISP": {
"type": "object",
"additionalProperties": false,
"required": [
"OPT_USE"
],
"properties": {
"OPT_USE": {
"type": "boolean",
"description": "Displacement Norm (DISP/FORCE/ENERGY 중 최소 1개 true (서버 자동 대체))"
},
"VALUE": {
"type": "number",
"description": "Displacement Norm (> 0)"
}
},
"allOf": [
{
"description": "OPT_USE = true then VALUE is required.",
"if": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"then": {
"required": [
"VALUE"
]
}
},
{
"description": "OPT_USE = false then VALUE is not allowed.",
"if": {
"properties": {
"OPT_USE": {
"const": false
}
},
"required": [
"OPT_USE"
]
},
"then": {
"not": {
"required": [
"VALUE"
]
}
}
}
],
"description": "Displacement Norm (세 Norm 중 OPT_USE==true ≥1, dlg_api THIS runtime)"
},
"FORCE": {
"type": "object",
"additionalProperties": false,
"required": [
"OPT_USE"
],
"properties": {
"OPT_USE": {
"type": "boolean",
"description": "Force Norm"
},
"VALUE": {
"type": "number",
"description": "Force Norm (> 0)"
}
},
"allOf": [
{
"description": "OPT_USE = true then VALUE is required.",
"if": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"then": {
"required": [
"VALUE"
]
}
},
{
"description": "OPT_USE = false then VALUE is not allowed.",
"if": {
"properties": {
"OPT_USE": {
"const": false
}
},
"required": [
"OPT_USE"
]
},
"then": {
"not": {
"required": [
"VALUE"
]
}
}
}
],
"description": "Force Norm"
},
"ENERGY": {
"type": "object",
"additionalProperties": false,
"required": [
"OPT_USE"
],
"properties": {
"OPT_USE": {
"type": "boolean",
"description": "Energy Norm"
},
"VALUE": {
"type": "number",
"description": "Energy Norm (> 0)"
}
},
"allOf": [
{
"description": "OPT_USE = true then VALUE is required.",
"if": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"then": {
"required": [
"VALUE"
]
}
},
{
"description": "OPT_USE = false then VALUE is not allowed.",
"if": {
"properties": {
"OPT_USE": {
"const": false
}
},
"required": [
"OPT_USE"
]
},
"then": {
"not": {
"required": [
"VALUE"
]
}
}
}
],
"description": "Energy Norm"
}
},
"anyOf": [
{
"properties": {
"DISP": {
"properties": {
"OPT_USE": {
"const": true,
"description": "Displacement Norm (DISP/FORCE/ENERGY 중 최소 1개 true (서버 자동 대체))"
}
},
"required": [
"OPT_USE"
]
}
},
"required": [
"DISP"
]
},
{
"properties": {
"FORCE": {
"properties": {
"OPT_USE": {
"const": true,
"description": "Force Norm"
}
},
"required": [
"OPT_USE"
]
}
},
"required": [
"FORCE"
]
},
{
"properties": {
"ENERGY": {
"properties": {
"OPT_USE": {
"const": true,
"description": "Energy Norm"
}
},
"required": [
"OPT_USE"
]
}
},
"required": [
"ENERGY"
]
}
]
},
"STIFF_UPD_SCHEME": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Custom / Full NR / Initial Stiffness (DB 0~4)",
"default": 0
},
"ITER_BEF_UPDATE": {
"type": "integer",
"description": "No. of Iterations before Stiffness Update (Custom 전용. FullNR→1 / InitStiff→51 자동)",
"default": 5
},
"MAX_BISECT_LEVEL": {
"type": "integer",
"description": "Max. Bisection Level ([0, 20])",
"default": 5
},
"SMART_BISECT": {
"type": "boolean",
"description": "Smart Bisection",
"default": false
},
"DIVERGENCE_THRESHOLD": {
"type": "number",
"description": "Divergence Threshold (DTO double, DB int 변환)",
"default": 3
},
"LINE_SEARCH": {
"type": "object",
"additionalProperties": false,
"required": [
"OPT_USE"
],
"properties": {
"OPT_USE": {
"type": "boolean",
"description": "Enable Line Search",
"default": true
},
"LINE_SEARCH_OPT": {
"type": "integer",
"enum": [
0,
1
],
"description": "Auto / User Defined (DB 1/2)",
"default": 0
},
"START_ITER_NO": {
"type": "integer",
"description": "Start Iteration No",
"default": 3
},
"MAX_LINE_SEARCH_ITER": {
"type": "integer",
"description": "Max. Line Search per Iteration",
"default": 4
},
"LINE_SEARCH_TOL": {
"type": "number",
"description": "Line Search Tolerance",
"default": 0.5
}
},
"allOf": [
{
"description": "When OPT_USE = false, all child keys must not be provided",
"if": {
"properties": {
"OPT_USE": {
"const": false
}
},
"required": [
"OPT_USE"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"LINE_SEARCH_OPT"
]
},
{
"required": [
"START_ITER_NO"
]
},
{
"required": [
"MAX_LINE_SEARCH_ITER"
]
},
{
"required": [
"LINE_SEARCH_TOL"
]
}
]
}
}
},
{
"description": "When OPT_USE = true, LINE_SEARCH_OPT is required",
"if": {
"properties": {
"OPT_USE": {
"const": true
}
},
"required": [
"OPT_USE"
]
},
"then": {
"required": [
"LINE_SEARCH_OPT"
]
}
},
{
"description": "When OPT_USE = true and LINE_SEARCH_OPT = 0 (AUTO), detailed keys must not be provided",
"if": {
"properties": {
"OPT_USE": {
"const": true
},
"LINE_SEARCH_OPT": {
"const": 0
}
},
"required": [
"OPT_USE",
"LINE_SEARCH_OPT"
]
},
"then": {
"not": {
"anyOf": [
{
"required": [
"START_ITER_NO"
]
},
{
"required": [
"MAX_LINE_SEARCH_ITER"
]
},
{
"required": [
"LINE_SEARCH_TOL"
]
}
]
}
}
},
{
"description": "When OPT_USE = true and LINE_SEARCH_OPT = 1 (USER), detailed keys are required",
"if": {
"properties": {
"OPT_USE": {
"const": true
},
"LINE_SEARCH_OPT": {
"const": 1
}
},
"required": [
"OPT_USE",
"LINE_SEARCH_OPT"
]
},
"then": {
"required": [
"START_ITER_NO",
"MAX_LINE_SEARCH_ITER",
"LINE_SEARCH_TOL"
]
}
}
]
},
"BOUNDARY_NL_ANAL": {
"type": "object",
"additionalProperties": false,
"properties": {
"METHOD": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Fehlberg / Cash-Karp / Dormand-Prince",
"default": 0
},
"TOL": {
"type": "number",
"description": "Tolerance (> 0)",
"default": 1e-8
}
}
}
},
"allOf": [
{
"description": "ITER_BEF_UPDATE can be provided only when STIFF_UPD_SCHEME = 0",
"if": {
"required": [
"ITER_BEF_UPDATE"
]
},
"then": {
"properties": {
"STIFF_UPD_SCHEME": {
"const": 0
}
},
"required": [
"STIFF_UPD_SCHEME"
]
}
},
{
"description": "When STIFF_UPD_SCHEME = 1 or 2, ITER_BEF_UPDATE must not be provided",
"if": {
"properties": {
"STIFF_UPD_SCHEME": {
"enum": [
1,
2
]
}
},
"required": [
"STIFF_UPD_SCHEME"
]
},
"then": {
"not": {
"required": [
"ITER_BEF_UPDATE"
]
}
}
}
],
"description": "Iteration Controls... (서브 대화상자 진입)"
},
"DAMP_UPDATE": {
"type": "integer",
"enum": [
0,
1,
2
],
"description": "Damping Matrix Update (Nonlinear+Direct+DAMPING ∈ {1,3} 시 의미)",
"default": 0
}
},
"allOf": [
{
"description": "When PERFORM_ITER = false, ITER_CTRL must not be provided",
"if": {
"properties": {
"PERFORM_ITER": {
"const": false
}
},
"required": [
"PERFORM_ITER"
]
},
"then": {
"not": {
"required": [
"ITER_CTRL"
]
}
}
},
{
"description": "When PERFORM_ITER = true or omitted, ITER_CTRL is required",
"if": {
"not": {
"properties": {
"PERFORM_ITER": {
"const": false
}
},
"required": [
"PERFORM_ITER"
]
}
},
"then": {
"required": [
"ITER_CTRL"
]
}
}
]
}
}
},
{
"description": "COMMON basic required fields",
"required": [
"NAME",
"ANAL_CASE",
"OUTPUT_STEP",
"INIT_METHOD"
]
},
{
"description": "ANAL_CASE basic required fields",
"properties": {
"ANAL_CASE": {
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
}
},
{
"description": "Nonlinear Static only -> INC_STEP required, otherwise ENDTIME/TIME_INC and TH_TYPE required",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 2
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"required": [
"INC_STEP"
]
},
"else": {
"required": [
"ENDTIME",
"TIME_INC"
],
"properties": {
"ANAL_CASE": {
"required": [
"TH_TYPE"
]
}
}
}
},
{
"description": "Nonlinear Static -> INC_CTRL required, DAMPING and TIME_PARAM must not be provided; otherwise DAMPING required and INC_CTRL must not be provided",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 2
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"required": [
"INC_CTRL"
],
"not": {
"anyOf": [
{
"required": [
"DAMPING"
]
},
{
"required": [
"TIME_PARAM"
]
}
]
}
},
"else": {
"required": [
"DAMPING"
],
"not": {
"required": [
"INC_CTRL"
]
}
}
},
{
"description": "TIME_PARAM is enabled only when ANAL_METHOD = 1",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"required": [
"TIME_PARAM"
]
},
"else": {
"not": {
"required": [
"TIME_PARAM"
]
}
}
},
{
"description": "NONL_CTRL_PARAM is enabled only when ANAL_TYPE = 1",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
}
},
"required": [
"ANAL_TYPE"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"required": [
"NONL_CTRL_PARAM"
]
},
"else": {
"not": {
"required": [
"NONL_CTRL_PARAM"
]
}
}
},
{
"description": "For Nonlinear Modal, PERFORM_ITER is fixed to true",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 0
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"properties": {
"NONL_CTRL_PARAM": {
"required": [
"PERFORM_ITER"
],
"properties": {
"PERFORM_ITER": {
"const": true
}
}
}
}
}
},
{
"description": "For Modal, DAMPING_METHOD can be [0, 1, 2]",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_METHOD": {
"const": 0
}
},
"required": [
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"properties": {
"DAMPING": {
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"enum": [
0,
1,
2
]
}
}
}
}
}
},
{
"description": "For Linear Direct Integration, DAMPING_METHOD can be [0, 1, 2]",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 0
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"properties": {
"DAMPING": {
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"enum": [
0,
1,
2
]
}
}
}
}
}
},
{
"description": "For Nonlinear Direct Integration, DAMPING_METHOD can be [0, 1, 2, 3]",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
}
},
"required": [
"ANAL_CASE"
]
},
"then": {
"properties": {
"DAMPING": {
"properties": {
"DAMPING_METHOD": {
"type": "integer",
"enum": [
0,
1,
2,
3
]
}
}
}
}
}
},
{
"description": "DAMP_UPDATE is enabled only when ANAL_TYPE = 1, ANAL_METHOD = 1 and DAMPING_METHOD in [1, 3]",
"if": {
"properties": {
"ANAL_CASE": {
"properties": {
"ANAL_TYPE": {
"const": 1
},
"ANAL_METHOD": {
"const": 1
}
},
"required": [
"ANAL_TYPE",
"ANAL_METHOD"
]
},
"DAMPING": {
"properties": {
"DAMPING_METHOD": {
"enum": [
1,
3
]
}
},
"required": [
"DAMPING_METHOD"
]
}
},
"required": [
"ANAL_CASE",
"DAMPING"
]
},
"then": {},
"else": {
"properties": {
"NONL_CTRL_PARAM": {
"not": {
"required": [
"DAMP_UPDATE"
]
}
}
}
}
}
]
}
}
}
}
Examples
Linear + Modal + Transient
{
"Assign": {
"1": {
"NAME": "LC_LINEAR_MODAL_TRANS",
"DESC": "Linear Modal Transient case",
"ANAL_CASE": {
"ANAL_TYPE": 0,
"ANAL_METHOD": 0,
"TH_TYPE": 0
},
"ENDTIME": 10,
"TIME_INC": 0.01,
"OUTPUT_STEP": 1,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"DAMPING": {
"DAMPING_METHOD": 0,
"ALL_DAMPING_RATIO": 0.05,
"MODAL_DAMPING_RATIO": [
{
"MODE_NO": 1,
"DAMPING": 0.05
},
{
"MODE_NO": 2,
"DAMPING": 0.04
}
]
}
}
}
}
Linear + Modal + Periodic
{
"Assign": {
"1": {
"NAME": "LC_LINEAR_MODAL_PERIOD",
"DESC": "Linear Modal Periodic case",
"ANAL_CASE": {
"ANAL_TYPE": 0,
"ANAL_METHOD": 0,
"TH_TYPE": 1
},
"ENDTIME": 10,
"TIME_INC": 0.01,
"OUTPUT_STEP": 1,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"DAMPING": {
"DAMPING_METHOD": 0,
"ALL_DAMPING_RATIO": 0.05,
"MODAL_DAMPING_RATIO": [
{
"MODE_NO": 1,
"DAMPING": 0.05
},
{
"MODE_NO": 2,
"DAMPING": 0.04
}
]
}
}
}
}
Linear + Direct Integration + Transient
{
"Assign": {
"1": {
"NAME": "LC_LINEAR_DIRECT_TRANS",
"DESC": "Linear Direct Integration Transient case",
"ANAL_CASE": {
"ANAL_TYPE": 0,
"ANAL_METHOD": 1,
"TH_TYPE": 0
},
"ENDTIME": 10,
"TIME_INC": 0.01,
"OUTPUT_STEP": 1,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"DAMPING": {
"DAMPING_METHOD": 0,
"ALL_DAMPING_RATIO": 0.05,
"MODAL_DAMPING_RATIO": [
{
"MODE_NO": 1,
"DAMPING": 0.05
},
{
"MODE_NO": 2,
"DAMPING": 0.04
}
]
},
"TIME_PARAM": {
"METHOD": 1,
"NEWMARK_METHOD": 2,
"GAMMA": 0.5,
"BETA": 0.25
}
}
}
}
Nonlinear + Modal + Transient
{
"Assign": {
"1": {
"NAME": "LC_NONLINEAR_MODAL_TRANS",
"DESC": "Nonlinear Modal Transient case",
"ANAL_CASE": {
"ANAL_TYPE": 1,
"ANAL_METHOD": 0,
"TH_TYPE": 0
},
"ENDTIME": 10,
"TIME_INC": 0.01,
"OUTPUT_STEP": 1,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"DAMPING": {
"DAMPING_METHOD": 0,
"ALL_DAMPING_RATIO": 0.05,
"MODAL_DAMPING_RATIO": [
{
"MODE_NO": 1,
"DAMPING": 0.05
},
{
"MODE_NO": 2,
"DAMPING": 0.04
}
]
},
"NONL_CTRL_PARAM": {
"PERFORM_ITER": true,
"ITER_CTRL": {
"PERMIT_FAIL": true,
"MAX_ITER": 30,
"NORM_CTRL": {
"DISP": {
"OPT_USE": true,
"VALUE": 0.001
}
},
"STIFF_UPD_SCHEME": 0,
"ITER_BEF_UPDATE": 5,
"MAX_BISECT_LEVEL": 5,
"SMART_BISECT": false,
"DIVERGENCE_THRESHOLD": 3,
"LINE_SEARCH": {
"OPT_USE": true,
"LINE_SEARCH_OPT": 1,
"START_ITER_NO": 3,
"MAX_LINE_SEARCH_ITER": 4,
"LINE_SEARCH_TOL": 0.5
}
}
}
}
}
}
Nonlinear + Direct Integration + Transient
{
"Assign": {
"1": {
"NAME": "LC_NONLINEAR_DIRECT_TRANS",
"DESC": "Nonlinear Direct Integration Transient case",
"ANAL_CASE": {
"ANAL_TYPE": 1,
"ANAL_METHOD": 1,
"TH_TYPE": 0
},
"ENDTIME": 10,
"TIME_INC": 0.01,
"OUTPUT_STEP": 1,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"GEOM_NL_TYPE": 2,
"DAMPING": {
"DAMPING_METHOD": 0,
"ALL_DAMPING_RATIO": 0.05,
"MODAL_DAMPING_RATIO": [
{
"MODE_NO": 1,
"DAMPING": 0.05
},
{
"MODE_NO": 2,
"DAMPING": 0.04
}
]
},
"TIME_PARAM": {
"METHOD": 1,
"NEWMARK_METHOD": 2,
"GAMMA": 0.5,
"BETA": 0.25
},
"NONL_CTRL_PARAM": {
"PERFORM_ITER": true,
"ITER_CTRL": {
"PERMIT_FAIL": true,
"MAX_ITER": 30,
"NORM_CTRL": {
"DISP": {
"OPT_USE": true,
"VALUE": 0.001
}
},
"STIFF_UPD_SCHEME": 0,
"ITER_BEF_UPDATE": 5,
"MAX_BISECT_LEVEL": 5,
"SMART_BISECT": false,
"DIVERGENCE_THRESHOLD": 3,
"LINE_SEARCH": {
"OPT_USE": true,
"LINE_SEARCH_OPT": 1,
"START_ITER_NO": 3,
"MAX_LINE_SEARCH_ITER": 4,
"LINE_SEARCH_TOL": 0.5
}
}
}
}
}
}
Nonlinear + Static
{
"Assign": {
"1": {
"NAME": "LC_NONLINEAR_STATIC",
"DESC": "Nonlinear Static case",
"ANAL_CASE": {
"ANAL_TYPE": 1,
"ANAL_METHOD": 2
},
"OUTPUT_STEP": 1,
"INC_STEP": 10,
"INIT_METHOD": "INIT",
"USE_INIT_LOAD": true,
"CUM_DVA": true,
"KEEP_LOAD": true,
"GEOM_NL_TYPE": 2,
"INC_CTRL": {
"INC_METHOD": 0,
"SF": 1
},
"NONL_CTRL_PARAM": {
"PERFORM_ITER": true,
"ITER_CTRL": {
"PERMIT_FAIL": true,
"MAX_ITER": 30,
"NORM_CTRL": {
"DISP": {
"OPT_USE": true,
"VALUE": 0.001
}
},
"STIFF_UPD_SCHEME": 0,
"ITER_BEF_UPDATE": 5,
"MAX_BISECT_LEVEL": 5,
"SMART_BISECT": false,
"DIVERGENCE_THRESHOLD": 3,
"LINE_SEARCH": {
"OPT_USE": true,
"LINE_SEARCH_OPT": 1,
"START_ITER_NO": 3,
"MAX_LINE_SEARCH_ITER": 4,
"LINE_SEARCH_TOL": 0.5
}
}
}
}
}
}
Specifications
| No. | Description | Key | Value Type | Default | Required | |||
|---|---|---|---|---|---|---|---|---|
1 |
Name |
"NAME" |
string |
- |
Required |
|||
2 |
Description |
"DESC" |
string |
Optional |
||||
3 |
Step Number Increment for Output |
"OUTPUT_STEP" |
integer |
1 |
Required |
|||
4 |
Initial Load Method • Initial Load: INIT • Order in Sequence Load: ORDER |
"INIT_METHOD" |
string (enum) |
- |
Required |
|||
When INIT_METHOD = "INIT" | ||||||||
5 |
Use Initial Load (Defined in Time History Global Control) |
"USE_INIT_LOAD" |
boolean |
- |
Required |
|||
When USE_INIT_LOAD = true | ||||||||
6 |
Cumulate D/V/A Results |
"CUM_DVA" |
boolean |
false |
Required |
|||
7 |
Keep Final Step Loads Constant |
"KEEP_LOAD" |
boolean |
false |
Required |
|||
When INIT_METHOD = "ORDER" | ||||||||
8 |
Subsequent load options |
"SUBSEQ" |
object |
- |
Required |
|||
(1) | Use Subsequent to |
"OPT_USE" |
boolean |
false |
Optional |
|||
When SUBSEQ.OPT_USE = true | ||||||||
(2) | Subsequent to - Type • Load Case: 0 • Initial Element Forces(Table): 1 • Initial Forces for Geometric Stiffness: 2 |
"SUBSEQ_LOAD" |
integer (enum) |
- |
Required |
|||
When SUBSEQ_LOAD = 0 | ||||||||
(3) | Subsequent load case type • Static: ST • Construction Stage: CS • Time History: TH |
"LCTYPE" |
string (enum) |
- |
Required |
|||
(4) | Load Case Name |
"CASE" |
string |
- |
Required |
|||
9 |
Keep Final Step Accelerations When {(Linear + Direct) or (Nonlinear + Direct) or (Nonlinear + Static)} and LCTYPE = TH |
"KEEP_ACC" |
boolean |
false |
Optional |
|||
10 |
Analysis case options |
"ANAL_CASE" |
object |
- |
Required |
|||
(1) | Analysis Type • Linear: 0 • Nonlinear: 1 |
"ANAL_TYPE" |
integer (enum) |
- |
Required |
|||
(2) | Analysis Method • Modal: 0 • Direct Integration: 1 • Static (Nonlinear ): 2 |
"ANAL_METHOD" |
integer (enum) |
- |
Required |
|||
(3) | Time History Type • Transient: 0 • Periodic: 1 |
"TH_TYPE" |
integer (enum) |
- |
Optional |
|||
When ANAL_TYPE = "Linear", ANAL_METHOD = "Modal", TH_TYPE = "Transient" | ||||||||
11 |
End Time |
"ENDTIME" |
number |
- |
Required |
|||
12 |
Time Increment |
"TIME_INC" |
number |
- |
Required |
|||
13 |
DAMPING |
"DAMPING" |
object |
- |
Required |
|||
(1) | Damping Method • Direct Modal: 0 • Mass & Stiffness Proportional: 1 • Strain Energy Proportional: 2 |
"DAMPING_METHOD" |
integer (enum) |
- |
Required |
|||
When DAMPING_METHOD = 0 | ||||||||
(2) | Damping Ratio for All Modes |
"ALL_DAMPING_RATIO" |
number |
- |
Required |
|||
(3) | Modal Damping Overrides |
"MODAL_DAMPING_RATIO" |
array [object] |
- |
Required |
|||
When DAMPING_METHOD = 1 | ||||||||
(4) | Use Mass Proportional |
"USE_MASS" |
boolean |
- |
Optional |
|||
(5) | Use Stiffness Proportional |
"USE_STIFF" |
boolean |
- |
Optional |
|||
(6) | Mass and Stiffness Coefficients Type • Direct Specification: 0 • Calculate from Modal Damping: 1 |
"COEF_INPUT" |
integer (enum) |
- |
Required |
|||
(7) | Mass Proportional Value |
"MASS_VALUE" |
number |
- |
Required |
|||
(8) | Stiffness Proportional Value |
"STIFF_VALUE" |
number |
- |
Required |
|||
(9) | Coefficient Calculation Type • Frequency [Hz]: 0 • Period [sec]: 1 |
"COEF_CALC" |
integer (enum) |
- |
Required |
|||
(10) | Mode 1 Frequency |
"FREQ1" |
number |
- |
Required |
|||
(11) | Mode 2 Frequency |
"FREQ2" |
number |
- |
Required |
|||
(12) | Mode 1 Period |
"PERIOD1" |
number |
- |
Required |
|||
(13) | Mode 2 Period |
"PERIOD2" |
number |
- |
Required |
|||
(14) | Mode 1 Damping Ratio |
"DR1" |
number |
- |
Required |
|||
(15) | Mode 2 Damping Ratio |
"DR2" |
number |
- |
Required |
|||
When ANAL_TYPE = "Linear", ANAL_METHOD = "Modal", TH_TYPE = "Periodic" | ||||||||
14 |
End Time |
"ENDTIME" |
number |
- |
Required |
|||
15 |
Time Increment |
"TIME_INC" |
number |
- |
Required |
|||
16 |
DAMPING |
"DAMPING" |
object |
- |
Required |
|||
(1) | Damping Method • Direct Modal: 0 • Mass & Stiffness Proportional: 1 • Strain Energy Proportional: 2 |
"DAMPING_METHOD" |
integer (enum) |
- |
Required |
|||
When DAMPING_METHOD = 0 | ||||||||
(2) | Damping Ratio for All Modes |
"ALL_DAMPING_RATIO" |
number |
- |
Required |
|||
(3) | Modal Damping Overrides |
"MODAL_DAMPING_RATIO" |
array [object] |
- |
Required |
|||
When DAMPING_METHOD = 1 | ||||||||
(4) | Use Mass Proportional |
"USE_MASS" |
boolean |
- |
Optional |
|||
(5) | Use Stiffness Proportional |
"USE_STIFF" |
boolean |
- |
Optional |
|||
(6) | Mass and Stiffness Coefficients Type • Direct Specification: 0 • Calculate from Modal Damping: 1 |
"COEF_INPUT" |
integer (enum) |
- |
Required |
|||
(7) | Mass Proportional Value |
"MASS_VALUE" |
number |
- |
Required |
|||
(8) | Stiffness Proportional Value |
"STIFF_VALUE" |
number |
- |
Required |
|||
(9) | Coefficient Calculation Type • Frequency [Hz]: 0 • Period [sec]: 1 |
"COEF_CALC" |
integer (enum) |
- |
Required |
|||
(10) | Mode 1 Frequency |
"FREQ1" |
number |
- |
Required |
|||
(11) | Mode 2 Frequency |
"FREQ2" |
number |
- |
Required |
|||
(12) | Mode 1 Period |
"PERIOD1" |
number |
- |
Required |
|||
(13) | Mode 2 Period |
"PERIOD2" |
number |
- |
Required |
|||
(14) | Mode 1 Damping Ratio |
"DR1" |
number |
- |
Required |
|||
(15) | Mode 2 Damping Ratio |
"DR2" |
number |
- |
Required |
|||
When ANAL_TYPE = "Linear", ANAL_METHOD = "Direct Integration", TH_TYPE = "Transient" | ||||||||
17 |
End Time |
"ENDTIME" |
number |
- |
Required |
|||
18 |
Time Increment |
"TIME_INC" |
number |
- |
Required |
|||
19 |
DAMPING |
"DAMPING" |
object |
- |
Required |
|||
(1) | Damping Method • Direct Modal: 0 • Mass & Stiffness Proportional: 1 • Strain Energy Proportional: 2 • Element Mass & Stiffness: 3 |
"DAMPING_METHOD" |
integer (enum) |
- |
Required |
|||
When DAMPING_METHOD = 0 | ||||||||
(2) | Damping Ratio for All Modes |
"ALL_DAMPING_RATIO" |
number |
- |
Required |
|||
(3) | Modal Damping Overrides |
"MODAL_DAMPING_RATIO" |
array [object] |
- |
Required |
|||
When DAMPING_METHOD = 1 | ||||||||
(4) | Use Mass Proportional |
"USE_MASS" |
boolean |
- |
Optional |
|||
(5) | Use Stiffness Proportional |
"USE_STIFF" |
boolean |
- |
Optional |
|||
(6) | Mass and Stiffness Coefficients Type • Direct Specification: 0 • Calculate from Modal Damping: 1 |
"COEF_INPUT" |
integer (enum) |
- |
Required |
|||
(7) | Mass Proportional Value |
"MASS_VALUE" |
number |
- |
Required |
|||
(8) | Stiffness Proportional Value |
"STIFF_VALUE" |
number |
- |
Required |
|||
(9) | Coefficient Calculation Type • Frequency [Hz]: 0 • Period [sec]: 1 |
"COEF_CALC" |
integer (enum) |
- |
Required |
|||
(10) | Mode 1 Frequency |
"FREQ1" |
number |
- |
Required |
|||
(11) | Mode 2 Frequency |
"FREQ2" |
number |
- |
Required |
|||
(12) | Mode 1 Period |
"PERIOD1" |
number |
- |
Required |
|||
(13) | Mode 2 Period |
"PERIOD2" |
number |
- |
Required |
|||
(14) | Mode 1 Damping Ratio |
"DR1" |
number |
- |
Required |
|||
(15) | Mode 2 Damping Ratio |
"DR2" |
number |
- |
Required |
|||
20 |
TIME_PARAM |
"TIME_PARAM" |
object |
- |
Required |
|||
(1) | Time Integration Parameters • Hilber-Hughes-Taylor Method: 0 • Newmark Method: 1 |
"METHOD" |
integer (enum) |
- |
Required |
|||
When METHOD = 1 | ||||||||
(2) | Newmark Method Input Type • Constant Acceleration: 0 • Linear Acceleration: 1 • User Input: 2 |
"NEWMARK_METHOD" |
integer (enum) |
- |
Required |
|||
When NEWMARK_METHOD = 2 | ||||||||
(3) | Gamma |
"GAMMA" |
number |
0.5 |
Required |
|||
(4) | Beta |
"BETA" |
number |
0.25 |
Required |
|||
When ANAL_TYPE = "Nonlinear", ANAL_METHOD = "Modal", TH_TYPE = "Transient" | ||||||||
21 |
End Time |
"ENDTIME" |
number |
- |
Required |
|||
22 |
Time Increment |
"TIME_INC" |
number |
- |
Required |
|||
23 |
DAMPING |
"DAMPING" |
object |
- |
Required |
|||
(1) | Damping Method • Direct Modal: 0 • Mass & Stiffness Proportional: 1 • Strain Energy Proportional: 2 |
"DAMPING_METHOD" |
integer (enum) |
- |
Required |
|||
When DAMPING_METHOD = 0 | ||||||||
(2) | Damping Ratio for All Modes |
"ALL_DAMPING_RATIO" |
number |
- |
Required |
|||
(3) | Modal Damping Overrides |
"MODAL_DAMPING_RATIO" |
array [object] |
- |
Required |
|||
When DAMPING_METHOD = 1 | ||||||||
(4) | Use Mass Proportional |
"USE_MASS" |
boolean |
- |
Optional |
|||
(5) | Use Stiffness Proportional |
"USE_STIFF" |
boolean |
- |
Optional |
|||
(6) | Mass and Stiffness Coefficients Type • Direct Specification: 0 • Calculate from Modal Damping: 1 |
"COEF_INPUT" |
integer (enum) |
- |
Required |
|||
(7) | Mass Proportional Value |
"MASS_VALUE" |
number |
- |
Required |
|||
(8) | Stiffness Proportional Value |
"STIFF_VALUE" |
number |
- |
Required |
|||
(9) | Coefficient Calculation Type • Frequency [Hz]: 0 • Period [sec]: 1 |
"COEF_CALC" |
integer (enum) |
- |
Required |
|||
(10) | Mode 1 Frequency |
"FREQ1" |
number |
- |
Required |
|||
(11) | Mode 2 Frequency |
"FREQ2" |
number |
- |
Required |
|||
(12) | Mode 1 Period |
"PERIOD1" |
number |
- |
Required |
|||
(13) | Mode 2 Period |
"PERIOD2" |
number |
- |
Required |
|||
(14) | Mode 1 Damping Ratio |
"DR1" |
number |
- |
Required |
|||
(15) | Mode 2 Damping Ratio |
"DR2" |
number |
- |
Required |
|||
24 |
NONL_CTRL_PARAM |
"NONL_CTRL_PARAM" |
object |
- |
Required |
|||
(1) | Perform Iteration |
"PERFORM_ITER" |
boolean |
true |
Optional |
|||
When PERFORM_ITER = false | ||||||||
(2) | Iteration Controls |
"ITER_CTRL"¹⁾ |
object |
- |
Required |
|||
When ANAL_TYPE = "Nonlinear", ANAL_METHOD = "Direct Integration", TH_TYPE = "Transient" | ||||||||
25 |
End Time |
"ENDTIME" |
number |
- |
Required |
|||
26 |
Time Increment |
"TIME_INC" |
number |
- |
Required |
|||
27 |
DAMPING |
"DAMPING" |
object |
- |
Required |
|||
(1) | Damping Method • Direct Modal: 0 • Mass & Stiffness Proportional: 1 • Strain Energy Proportional: 2 • Element Mass & Stiffness: 3 |
"DAMPING_METHOD" |
integer (enum) |
- |
Required |
|||
When DAMPING_METHOD = 0 | ||||||||
(2) | Damping Ratio for All Modes |
"ALL_DAMPING_RATIO" |
number |
- |
Required |
|||
(3) | Modal Damping Overrides |
"MODAL_DAMPING_RATIO" |
array [object] |
- |
Required |
|||
When DAMPING_METHOD = 1 | ||||||||
(4) | Use Mass Proportional |
"USE_MASS" |
boolean |
- |
Optional |
|||
(5) | Use Stiffness Proportional |
"USE_STIFF" |
boolean |
- |
Optional |
|||
(6) | Mass and Stiffness Coefficients Type • Direct Specification: 0 • Calculate from Modal Damping: 1 |
"COEF_INPUT" |
integer (enum) |
- |
Required |
|||
(7) | Mass Proportional Value |
"MASS_VALUE" |
number |
- |
Required |
|||
(8) | Stiffness Proportional Value |
"STIFF_VALUE" |
number |
- |
Required |
|||
(9) | Coefficient Calculation Type • Frequency [Hz]: 0 • Period [sec]: 1 |
"COEF_CALC" |
integer (enum) |
- |
Required |
|||
(10) | Mode 1 Frequency |
"FREQ1" |
number |
- |
Required |
|||
(11) | Mode 2 Frequency |
"FREQ2" |
number |
- |
Required |
|||
(12) | Mode 1 Period |
"PERIOD1" |
number |
- |
Required |
|||
(13) | Mode 2 Period |
"PERIOD2" |
number |
- |
Required |
|||
(14) | Mode 1 Damping Ratio |
"DR1" |
number |
- |
Required |
|||
(15) | Mode 2 Damping Ratio |
"DR2" |
number |
- |
Required |
|||
28 |
TIME_PARAM |
"TIME_PARAM" |
object |
- |
Required |
|||
(1) | Time Integration Parameters • Hilber-Hughes-Taylor Method: 0 • Newmark Method: 1 |
"METHOD" |
integer (enum) |
- |
Required |
|||
When METHOD = 1 | ||||||||
(2) | Newmark Method Input Type • Constant Acceleration: 0 • Linear Acceleration: 1 • User Input: 2 |
"NEWMARK_METHOD" |
integer (enum) |
- |
Required |
|||
When NEWMARK_METHOD = 2 | ||||||||
(3) | Gamma |
"GAMMA" |
number |
0.5 |
Required |
|||
(4) | Beta |
"BETA" |
number |
0.25 |
Required |
|||
29 |
NONL_CTRL_PARAM |
"NONL_CTRL_PARAM" |
object |
- |
Required |
|||
(1) | Perform Iteration |
"PERFORM_ITER" |
boolean |
true |
Optional |
|||
When PERFORM_ITER = false | ||||||||
(2) | Iteration Controls |
"ITER_CTRL"¹⁾ |
object |
- |
Required |
|||
(3) | Damping Matrix Update • No (Use Linear Stiffness): 0 • No (Use Initial Stiffness): 1 • Yes (Use Current Stiffness): 2 |
"DAMP_UPDATE" |
integer (enum) |
0 |
Optional |
|||
When ANAL_TYPE = "Nonlinear", ANAL_METHOD = "Static" | ||||||||
30 |
Increment Steps |
"INC_STEP" |
integer |
1 |
Required |
|||
31 |
NONL_CTRL_PARAM |
"NONL_CTRL_PARAM" |
object |
- |
Required |
|||
(1) | Perform Iteration |
"PERFORM_ITER" |
boolean |
true |
Optional |
|||
When PERFORM_ITER = false | ||||||||
(2) | Iteration Controls |
"ITER_CTRL"¹⁾ |
object |
- |
Required |
|||
32 |
Static Loading Control |
"INC_CTRL" |
object |
- |
Required |
|||
(1) | Increment Method • Load Control: 0 • Displacement Control: 1 |
"INC_METHOD" |
integer (enum) |
- |
Required |
|||
When INC_METHOD = 0 | ||||||||
(2) | Scale Factor |
"SF" |
number |
1 |
Required |
|||
When INC_METHOD = 1 | ||||||||
(3) | Displacement Control Option |
"DISP_CTRL" |
object |
- |
Required |
|||
a | Control Option • Global Control: 0 • Master Node Control: 1 |
"CTRL_OPT" |
integer (enum) |
- |
Required |
|||
When CTRL_OPT = 0 | ||||||||
b | Maximum Translational Displacement |
"MAX_TRANS_DISP" |
number |
- |
Required |
|||
When CTRL_OPT = 1 | ||||||||
c | Master Node |
"MASTER_NODE" |
integer |
- |
Required |
|||
d | Master Direction • DX: 0 • DY: 1 • DZ: 2 |
"MASTER_DIR" |
integer (enum) |
- |
Required |
|||
e | Maximum Displacement |
"MAX_DISP" |
number |
- |
Required |
|||
Iteration Control¹⁾
| No. | Description | Key | Value Type | Default | Required | |||
|---|---|---|---|---|---|---|---|---|
1 |
Iteration Controls |
"ITER_CTRL" |
object |
- |
Required |
|||
(1) | Permit Convergence Failure |
"PERMIT_FAIL" |
boolean |
true |
Optional |
|||
(2) | Max. Number of Iteration |
"MAX_ITER" |
integer |
- |
Required |
|||
(3) | Convergence Criteria |
"NORM_CTRL" |
object |
- |
Optional |
|||
a | Displacement Norm |
"DISP" |
object |
- |
Optional |
|||
(a) | Use Displacement Norm |
"OPT_USE" |
boolean |
- |
Required |
|||
When DISP.OPT_USE = true | ||||||||
(b) | Displacement Norm Tolerance |
"VALUE" |
number |
- |
Required |
|||
b | Force Norm |
"FORCE" |
object |
- |
Optional |
|||
(a) | Use Force Norm |
"OPT_USE" |
boolean |
- |
Required |
|||
When FORCE.OPT_USE = true | ||||||||
(b) | Force Norm Tolerance |
"VALUE" |
number |
- |
Required |
|||
c | Energy Norm |
"ENERGY" |
object |
- |
Optional |
|||
(a) | Use Energy Norm |
"OPT_USE" |
boolean |
- |
Required |
|||
When ENERGY.OPT_USE = true | ||||||||
(b) | Energy Norm Tolerance |
"VALUE" |
number |
- |
Required |
|||
(4) | Stiffness Update Scheme • Custom: 0 • Full Newton-Raphson: 1 • Initial Stiffness: 2 |
"STIFF_UPD_SCHEME" |
integer (enum) |
0 |
Required |
|||
When STIFF_UPD_SCHEME = 0 | ||||||||
(5) | No. of Iterations before Stiffness Update |
"ITER_BEF_UPDATE" |
integer |
5 |
Optional |
|||
(6) | Max. Bisection Level |
"MAX_BISECT_LEVEL" |
integer |
5 |
Optional |
|||
(7) | Smart Bisection |
"SMART_BISECT" |
boolean |
false |
Optional |
|||
(8) | Divergence Threshold |
"DIVERGENCE_THRESHOLD" |
number |
3 |
Optional |
|||
(9) | Line Search |
"LINE_SEARCH" |
object |
- |
Optional |
|||
a | Enable Line Search |
"OPT_USE" |
boolean |
true |
Required |
|||
When LINE_SEARCH.OPT_USE = true | ||||||||
b | Line Search Option • Auto Line Search: 0 • User Defined: 1 |
"LINE_SEARCH_OPT" |
integer (enum) |
0 |
Required |
|||
When LINE_SEARCH_OPT = 1 | ||||||||
c | Number of Iteration to Start Line Search |
"START_ITER_NO" |
integer |
3 |
Required |
|||
d | Max. Line Search per Iteration |
"MAX_LINE_SEARCH_ITER" |
integer |
4 |
Required |
|||
e | Line Search Tolerance |
"LINE_SEARCH_TOL" |
number |
0.5 |
Required |
|||
(10) | Boundary Nonlinear Analysis |
"BOUNDARY_NL_ANAL" |
object |
- |
Optional |
|||
a | Runge Kutta Method • Fehlberg: 0 • Cash-Karp: 1 • Dormand-Prince: 2 |
"METHOD" |
integer (enum) |
0 |
Optional |
|||
b | Tolerance |
"TOL" |
number |
1e-8 |
Optional |
|||