Input URI
{base url} + post/TEXT |
---|
Active Methods
POST |
---|
JSON Schema
Details
"TEXT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"Argument": {
"type": "object",
"properties": {
"TABLE_TYPE": {
"type": "string",
"description": "ResultTableType",
"enum": [
"TH_BEAMFORCE",
"TH_TRUSSFORCE",
"TH_PLANE_STRESS_FORCE",
"TH_PLANE_STRAIN_FORCE",
"TH_SOLIDFORCE",
"TH_BEAMSTRESS",
"TH_TRUSSSTRESS",
"TH_PLANESTRESS",
"TH_PLANE_STRAIN_STRESS",
"TH_SOLIDSTRESS"
]
},
"EXPORT_PATH": {
"type": "string",
"description": "ResultTableSavePath"
},
"UNIT": {
"type": "object",
"description": "ResponseUnitSetting",
"properties": {
"FORCE": {
"type": "string",
"description": "Force"
},
"DIST": {
"type": "string",
"description": "Length"
},
"HEAT": {
"type": "string",
"description": "Heat"
},
"TEMP": {
"type": "string",
"description": "Temperature"
}
}
},
"STYLES": {
"type": "object",
"description": "ResponseNumberFormat",
"properties": {
"FORMAT": {
"type": "string",
"description": "Numberformat",
"enum": [
"Fixed",
"Exponential"
]
},
"PLACE": {
"type": "integer",
"description": "Digitplace"
}
}
},
"COMPONENTS": {
"type": "array",
"description": "ComponentsofResultTable",
"items": {
"type": "string"
}
},
"NODE_ELEMS": {
"type": "object",
"description": "Node/ElementNo.Input",
"properties": {
"KEYS": {
"type": "array",
"description": "Method1:SpecifyEachID",
"items": {
"type": "integer"
}
},
"TO": {
"type": "string",
"description": "Method2:SpecifyIDRange"
}
}
},
"PARTS": {
"type": "array",
"description": "ElementPart",
"items": {
"type": "string",
"enum": [
"PartI",
"PartJ",
"PartC",
"PartK",
"PartL",
"PartM",
"PartN",
"PartO",
"PartP"
]
}
},
"TH_CASE_NAME": {
"type": "array",
"description": "TimeHistoryLoadCases",
"items": {
"type": "string"
}
},
"STEP": {
"type": "object",
"description": "OutputTimeStep",
"properties": {
"FROM": {
"type": "number",
"description": "StartTime"
},
"TO": {
"type": "number",
"description": "EndTime"
},
"STEPS": {
"type": "integer",
"description": "TimeInterval"
}
}
}
}
}
}
}
}
Request Examples
Beam Force
"Argument": {
"TEXT_TYPE": "TH_BEAMFORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_BeamForce_Out.JSON",
"UNIT": {
"FORCE": "kN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Part",
"Time/Step",
"Axial",
"Shear-y",
"Shear-z",
"Torsion",
"Moment-y",
"Moment-z"
],
"NODE_ELEMS": {
"KEYS": [
5
]
},
"PARTS": [
"PartI",
"PartJ"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.5,
"STEPS": 1
}
}
}
Truss Force
"Argument": {
"TEXT_TYPE": "TH_TRUSSFORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_TrussForce_Out.JSON",
"UNIT": {
"FORCE": "kN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Force-I",
"Force-J"
],
"NODE_ELEMS": {
"KEYS": [
55
]
},
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.5,
"STEPS": 1
}
}
}
Plane Stress Force
"Argument": {
"TEXT_TYPE": "TH_PLANE_STRESS_FORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlaneStressForce_Out.JSON",
"UNIT": {
"FORCE": "kN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy"
],
"NODE_ELEMS": {
"KEYS": [
50
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
Plane Strain Force
"Argument": {
"TEXT_TYPE": "TH_PLANE_STRAIN_FORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlaneStrainForce_Out.JSON",
"UNIT": {
"FORCE": "kN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy",
"Fz"
],
"NODE_ELEMS": {
"KEYS": [
49
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
Solid Force
"Argument": {
"TEXT_TYPE": "TH_SOLIDFORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_SolidForce_Out.JSON",
"UNIT": {
"FORCE": "kN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy",
"Fz"
],
"NODE_ELEMS": {
"KEYS": [
53
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL",
"PartM",
"PartN",
"PartO",
"PartP"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
Beam Stress
"Argument": {
"TEXT_TYPE": "TH_BEAMSTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_BeamStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Axial",
"Shear-y",
"Shear-z",
"Bend(+y)",
"Bend(-y)",
"Bend(+z)",
"Bend(-z)"
],
"NODE_ELEMS": {
"KEYS": [
5
]
},
"PARTS": [
"PartI",
"PartJ"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.4,
"STEPS": 1
}
}
}
Truss Stress
"Argument": {
"TEXT_TYPE": "TH_TRUSSSTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_TrussStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Stress-I",
"Stress-J"
],
"NODE_ELEMS": {
"KEYS": [
55
]
},
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.5,
"STEPS": 1
}
}
}
Plane Stress Stress
"Argument": {
"TEXT_TYPE": "TH_PLANESTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlaneStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-xy"
],
"NODE_ELEMS": {
"KEYS": [
50
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
Plane Strain Stress
"Argument": {
"TEXT_TYPE": "TH_PLANE_STRAIN_STRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlaneStrainStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-zz",
"Sig-xy"
],
"NODE_ELEMS": {
"KEYS": [
49
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
Solid Stress
"Argument": {
"TEXT_TYPE": "TH_SOLIDSTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_SolidStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-zz",
"Sig-xy",
"Sig-yz",
"Sig-xz"
],
"NODE_ELEMS": {
"KEYS": [
53
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL",
"PartM",
"PartN",
"PartO",
"PartP"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
Response Examples
Beam Force
"TH_BEAMFORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Axial",
"Shear-y",
"Shear-z",
"Torsion",
"Moment-y",
"Moment-z"
],
"DATA": [
[
"1",
"5",
"Elcent",
"0.100",
"I[10]",
"2.856739",
"-1.766507",
"0.146287",
"-0.353369",
"0.592988",
"-2.089716"
],
[
"2",
"5",
"Elcent",
"0.100",
"J[34]",
"2.856739",
"-1.766507",
"0.146287",
"-0.353369",
"0.519845",
"-1.206463"
],
[
"3",
"5",
"Elcent",
"0.200",
"I[10]",
"11.636477",
"-6.609388",
"0.440853",
"-1.620535",
"3.932866",
"-7.363094"
],
[
"4",
"5",
"Elcent",
"0.200",
"J[34]",
"11.636477",
"-6.609388",
"0.440853",
"-1.620535",
"3.712440",
"-4.058400"
],
[
"5",
"5",
"Elcent",
"0.300",
"I[10]",
"33.900870",
"-19.318299",
"0.641085",
"-6.169947",
"14.066895",
"-19.718525"
],
[
"6",
"5",
"Elcent",
"0.300",
"J[34]",
"33.900870",
"-19.318299",
"0.641085",
"-6.169947",
"13.746352",
"-10.059376"
],
[
"7",
"5",
"Elcent",
"0.400",
"I[10]",
"42.826233",
"-30.829974",
"2.386950",
"-12.546940",
"31.347827",
"-26.000125"
],
[
"8",
"5",
"Elcent",
"0.400",
"J[34]",
"42.826233",
"-30.829974",
"2.386950",
"-12.546940",
"30.154351",
"-10.585138"
]
]
}
}
Truss Force
"TH_TRUSSFORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Force-I",
"Force-J"
],
"DATA": [
[
"1",
"55",
"Elcent",
"0.100",
"0.167490",
"0.167490"
],
[
"2",
"55",
"Elcent",
"0.200",
"0.311177",
"0.311177"
],
[
"3",
"55",
"Elcent",
"0.300",
"0.690081",
"0.690081"
],
[
"4",
"55",
"Elcent",
"0.400",
"0.435015",
"0.435015"
]
]
}
}
Plane Stress Force
"TH_PLANE_STRESS_FORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy"
],
"DATA": [
[
"1",
"50",
"Elcent",
"0.100",
"I",
"0.822978",
"2.600283"
],
[
"2",
"50",
"Elcent",
"0.100",
"J",
"0.173916",
"0.217219"
],
[
"3",
"50",
"Elcent",
"0.100",
"K",
"-0.640359",
"-2.211008"
],
[
"4",
"50",
"Elcent",
"0.100",
"L",
"-0.356535",
"-0.606495"
],
[
"5",
"50",
"Elcent",
"0.200",
"I",
"1.249097",
"4.013192"
],
[
"6",
"50",
"Elcent",
"0.200",
"J",
"0.192815",
"0.606894"
],
[
"7",
"50",
"Elcent",
"0.200",
"K",
"-0.945623",
"-3.490718"
],
[
"8",
"50",
"Elcent",
"0.200",
"L",
"-0.496289",
"-1.129368"
]
]
}
}
Plane Strain Force
"TH_PLANE_STRAIN_FORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy",
"Fz"
],
"DATA": [
[
"1",
"49",
"Elcent",
"0.100",
"I",
"16.514663",
"8.480727",
"0.000000"
],
[
"2",
"49",
"Elcent",
"0.100",
"J",
"12.350606",
"-2.741355",
"0.000000"
],
[
"3",
"49",
"Elcent",
"0.100",
"K",
"-21.333742",
"-6.880402",
"0.000000"
],
[
"4",
"49",
"Elcent",
"0.100",
"L",
"-7.531527",
"1.141030",
"0.000000"
],
[
"5",
"49",
"Elcent",
"0.200",
"I",
"55.745580",
"28.599298",
"0.000000"
],
[
"6",
"49",
"Elcent",
"0.200",
"J",
"41.017411",
"-8.042578",
"0.000000"
],
[
"7",
"49",
"Elcent",
"0.200",
"K",
"-73.906095",
"-24.211753",
"0.000000"
],
[
"8",
"49",
"Elcent",
"0.200",
"L",
"-22.856896",
"3.655032",
"0.000000"
]
]
}
}
Solid Force
"TH_SOLIDFORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Fx",
"Fy",
"Fz"
],
"DATA": [
[
"1",
"53",
"Elcent",
"0.100",
"I",
"5.562736",
"-6.079793",
"14.689480"
],
[
"2",
"53",
"Elcent",
"0.100",
"J",
"-4.002502",
"8.906684",
"-4.397633"
],
[
"3",
"53",
"Elcent",
"0.100",
"K",
"-5.838659",
"5.763317",
"-15.186198"
],
[
"4",
"53",
"Elcent",
"0.100",
"L",
"22.711239",
"-22.722392",
"21.899801"
],
[
"5",
"53",
"Elcent",
"0.100",
"M",
"0.084229",
"3.891180",
"-2.818333"
],
[
"6",
"53",
"Elcent",
"0.100",
"N",
"-18.517043",
"10.241003",
"-14.187118"
],
[
"7",
"53",
"Elcent",
"0.100",
"O",
"0.000000",
"0.000000",
"0.000000"
],
[
"8",
"53",
"Elcent",
"0.100",
"P",
"0.000000",
"0.000000",
"0.000000"
]
]
}
}
Beam Stress
"TH_BEAMSTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Axial",
"Shear-y",
"Shear-z",
"Bend(+y)",
"Bend(-y)",
"Bend(+z)",
"Bend(-z)"
],
"DATA": [
[
"1",
"5",
"Elcent",
"0.100",
"I[10]",
"0.011427",
"-0.010599",
"0.000878",
"0.100306",
"-0.100306",
"-0.028463",
"0.028463"
],
[
"2",
"5",
"Elcent",
"0.100",
"J[34]",
"0.011427",
"-0.010599",
"0.000878",
"0.057910",
"-0.057910",
"-0.024953",
"0.024953"
],
[
"3",
"5",
"Elcent",
"0.200",
"I[10]",
"0.046546",
"-0.039656",
"0.002645",
"0.353429",
"-0.353429",
"-0.188778",
"0.188778"
],
[
"4",
"5",
"Elcent",
"0.200",
"J[34]",
"0.046546",
"-0.039656",
"0.002645",
"0.194803",
"-0.194803",
"-0.178197",
"0.178197"
],
[
"5",
"5",
"Elcent",
"0.300",
"I[10]",
"0.135603",
"-0.115910",
"0.003847",
"0.946489",
"-0.946489",
"-0.675211",
"0.675211"
],
[
"6",
"5",
"Elcent",
"0.300",
"J[34]",
"0.135603",
"-0.115910",
"0.003847",
"0.482850",
"-0.482850",
"-0.659825",
"0.659825"
]
]
}
}
Truss Stress
"TH_TRUSSSTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Stress-I",
"Stress-J"
],
"DATA": [
[
"1",
"55",
"Elcent",
"0.100",
"0.000853",
"0.000000"
],
[
"2",
"55",
"Elcent",
"0.200",
"0.001585",
"0.000000"
],
[
"3",
"55",
"Elcent",
"0.300",
"0.003515",
"0.000000"
],
[
"4",
"55",
"Elcent",
"0.400",
"0.002216",
"0.000000"
]
]
}
}
Plane Stress Stress
"TH_PLANESTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-xy"
],
"DATA": [
[
"1",
"50",
"Elcent",
"0.100",
"C",
"-0.000777",
"-0.009392",
"-0.003323"
],
[
"2",
"50",
"Elcent",
"0.100",
"I",
"-0.001691",
"-0.013284",
"-0.003323"
],
[
"3",
"50",
"Elcent",
"0.100",
"J",
"-0.001691",
"-0.005499",
"-0.003323"
],
[
"4",
"50",
"Elcent",
"0.100",
"K",
"0.000136",
"-0.005499",
"-0.003323"
],
[
"5",
"50",
"Elcent",
"0.100",
"L",
"0.000136",
"-0.013284",
"-0.003323"
],
[
"6",
"50",
"Elcent",
"0.200",
"C",
"-0.001255",
"-0.015400",
"-0.004806"
],
[
"7",
"50",
"Elcent",
"0.200",
"I",
"-0.002772",
"-0.020625",
"-0.004806"
],
[
"8",
"50",
"Elcent",
"0.200",
"J",
"-0.002772",
"-0.010176",
"-0.004806"
],
[
"9",
"50",
"Elcent",
"0.200",
"K",
"0.000263",
"-0.010176",
"-0.004806"
],
[
"10",
"50",
"Elcent",
"0.200",
"L",
"0.000263",
"-0.020625",
"-0.004806"
]
]
}
}
Plane Strain Stress
"TH_PLANE_STRAIN_STRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-zz",
"Sig-xy"
],
"DATA": [
[
"1",
"49",
"Elcent",
"0.100",
"C",
"-0.912253",
"-5.542211",
"-1.161804",
"-5.047183"
],
[
"2",
"49",
"Elcent",
"0.100",
"I",
"-0.997598",
"-9.018643",
"-1.802923",
"-5.047183"
],
[
"3",
"49",
"Elcent",
"0.100",
"J",
"-0.997598",
"-2.065778",
"-0.551408",
"-5.047183"
],
[
"4",
"49",
"Elcent",
"0.100",
"K",
"-0.826909",
"-2.065778",
"-0.520684",
"-5.047183"
],
[
"5",
"49",
"Elcent",
"0.100",
"L",
"-0.826909",
"-9.018643",
"-1.772199",
"-5.047183"
],
[
"6",
"49",
"Elcent",
"0.200",
"C",
"-0.912253",
"-5.542211",
"-1.161804",
"-5.047183"
],
[
"7",
"49",
"Elcent",
"0.200",
"I",
"-0.997598",
"-9.018643",
"-1.802923",
"-5.047183"
],
[
"8",
"49",
"Elcent",
"0.200",
"J",
"-0.997598",
"-2.065778",
"-0.551408",
"-5.047183"
],
[
"9",
"49",
"Elcent",
"0.200",
"K",
"-0.826909",
"-2.065778",
"-0.520684",
"-5.047183"
],
[
"10",
"49",
"Elcent",
"0.200",
"L",
"-0.826909",
"-9.018643",
"-1.772199",
"-5.047183"
]
]
}
}
Solid Stress
"TH_SOLIDSTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx",
"Sig-yy",
"Sig-zz",
"Sig-xy",
"Sig-yz",
"Sig-xz"
],
"DATA": [
[
"1",
"53",
"Elcent",
"0.100",
"I",
"-0.004696",
"0.001659",
"0.000911",
"0.003004",
"-0.004568",
"0.007762"
],
[
"2",
"53",
"Elcent",
"0.100",
"J",
"-0.003632",
"0.002723",
"0.005757",
"0.003004",
"0.019484",
"0.007762"
],
[
"3",
"53",
"Elcent",
"0.100",
"K",
"-0.007804",
"-0.001449",
"-0.013248",
"0.003004",
"-0.002163",
"0.000546"
],
[
"4",
"53",
"Elcent",
"0.100",
"L",
"-0.012658",
"-0.002378",
"0.000911",
"-0.018096",
"-0.004568",
"0.007762"
],
[
"5",
"53",
"Elcent",
"0.100",
"M",
"-0.011595",
"-0.001315",
"0.005757",
"-0.018096",
"0.019484",
"0.007762"
],
[
"6",
"53",
"Elcent",
"0.100",
"N",
"-0.015766",
"-0.005486",
"-0.013248",
"-0.018096",
"-0.002163",
"0.000546"
],
[
"7",
"53",
"Elcent",
"0.100",
"O",
"0.000000",
"0.000000",
"0.000000",
"0.000000",
"0.000000",
"0.000000"
],
[
"8",
"53",
"Elcent",
"0.100",
"P",
"0.000000",
"0.000000",
"0.000000",
"0.000000",
"0.000000",
"0.000000"
]
]
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Result Text Type • Beam Force: "TH_BEAMFORCE" • Truss Froce: "TH_TRUSSFORCE" • Plane Stress Force: "TH_PLANE_STRESS_FORCE" • Plane Strain Force: "TH_PLANE_STRAIN_FORCE" • Solid Force: "TH_SOLIDFORCE" • Beam Stress: "TH_BEAMSTRESS" • Truss Stress: "TH_TRUSSSTRESS" • Plane Stress Stress: "TH_PLANESTRESS" • Plane Strain Stress: "TH_PLANE_STRAIN_STRESS" • Solid Stress: "TH_SOLIDSTRESS" |
"TEXT_TYPE" |
String |
- |
Required |
|
2 |
Result Table Save Path |
"EXPORT_PATH" |
String |
- |
Optional |
|
3 |
Response Unit Setting |
"UNIT" |
Object |
System |
Optional |
|
(1) |
Force |
"FORCE" |
String |
- |
Optional |
|
(2) |
Length |
"DIST" |
String |
- |
Optional |
|
(3) |
Heat |
"HEAT" |
String |
- |
Optional |
|
(4) |
Temperature |
"TEMP" |
String |
- |
Optional |
|
4 |
Response Number Format |
"STYLES" |
Object |
System |
Optional |
|
(1) |
Number Format • "Fixed" • "Exponential" |
"FORMAT" |
String |
- |
Optional |
|
(2) |
Digit Place • 0 to 15 |
"PLACE" |
Integer |
- |
Optional |
|
5 |
Components of Result Table |
"COMPONENTS" |
Array [String] |
All |
Optional |
|
6 |
Node / Element No. Input • Use Only One of the Two Methods |
"NODE_ELEMS" |
Object |
All |
Optional |
|
Method 1: Specify Each ID |
||||||
(1) |
• "KEYS": [101, 102, 103] |
"KEYS" |
Array |
- |
Optional |
|
Method 2: Specify ID Range |
||||||
(1) |
• "TO": "101 to 105" |
"TO" |
String |
- |
Optional |
|
7 |
Element Part • Beam Force/Stress ◦ "Part I" ◦ "Part J" • Plane Stress/Strain Force ◦ "Part I" ◦ "Part J" ◦ "Part K" ◦ "Part L" • Plane Stress/Strain Stress ◦ "Part C" ◦ "Part I" ◦ "Part J" ◦ "Part K" ◦ "Part L" • Solid Force/Stress ◦ "Part I" ◦ "Part J" ◦ "Part K" ◦ "Part L" ◦ "Part M" ◦ "Part N" ◦ "Part O" ◦ "Part P" |
"PARTS" |
Array [String] |
All |
Optional |
|
8 |
Time History Load Case |
"TH_CASE_NAME" |
Array [String] |
All |
Optional |
|
9 |
Output Time Step |
"STEP" |
Object |
- |
Required |
|
(1) |
Start Time |
"FROM" |
Number |
- |
Required |
|
(2) |
End Time |
"TO" |
Number |
- |
Required |
|
(3) |
Time Interval |
"STEPS" |
Integer |
- |
Required |