入力 URI
|
{base url} + post/TEXT |
|---|
メソッド
|
POST |
|---|
JSON スキーマ
詳細
{
"TEXT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"Argument": {
"type": "object",
"properties": {
"TABLE_TYPE": {
"type": "string",
"description": "ResultTableType",
"enum": [
"TH_PLATEFORCE",
"TH_PLATE_UNIT_FORCE",
"TH_PLATESTRESS"
]
},
"EXPORT_PATH": {
"type": "string",
"description": "ResultTableSavePath"
},
"UNIT": {
"type": "object",
"description": "ResponseUnitSetting",
"properties": {
"FORCE": {
"type": "string",
"description": "Force"
},
"DIST": {
"type": "string",
"description": "Length"
},
"HEAT": {
"type": "string",
"description": "Heat"
},
"TEMP": {
"type": "string",
"description": "Temperature"
}
}
},
"STYLES": {
"type": "object",
"description": "ResponseNumberFormat",
"properties": {
"FORMAT": {
"type": "string",
"description": "Numberformat",
"enum": [
"Fixed",
"Exponential"
]
},
"PLACE": {
"type": "integer",
"description": "Digitplace"
}
}
},
"COMPONENTS": {
"type": "array",
"description": "ComponentsofResultTable",
"items": {
"type": "string"
}
},
"NODE_ELEMS": {
"type": "object",
"description": "Node/ElementNo.Input",
"properties": {
"KEYS": {
"type": "array",
"description": "Method1:SpecifyEachID",
"items": {
"type": "integer"
}
},
"TO": {
"type": "string",
"description": "Method2:SpecifyIDRange"
}
}
},
"PARTS": {
"type": "array",
"description": "ElementPart",
"items": {
"type": "string",
"enum": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
]
}
},
"TH_CASE_NAME": {
"type": "array",
"description": "TimeHistoryLoadCases",
"items": {
"type": "string"
}
},
"STEP": {
"type": "object",
"description": "OutputTimeStep",
"properties": {
"FROM": {
"type": "number",
"description": "StartTime"
},
"TO": {
"type": "number",
"description": "EndTime"
},
"STEPS": {
"type": "integer",
"description": "TimeInterval"
}
}
}
}
}
}
}
}
"TEXT": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"Argument": {
"type": "object",
"properties": {
"TABLE_TYPE": {
"type": "string",
"description": "ResultTableType",
"enum": [
"TH_PLATEFORCE",
"TH_PLATE_UNIT_FORCE",
"TH_PLATESTRESS"
]
},
"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": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
]
}
},
"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"
}
}
}
}
}
}
}
}
リクエスト例
板要素の断面力
{
"Argument": {
"TEXT_TYPE": "TH_PLATEFORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateForce_Out.JSON",
"UNIT": {
"FORCE": "KN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"FX",
"FY",
"FZ",
"MX",
"MY",
"MZ"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
"Argument": {
"TEXT_TYPE": "TH_PLATEFORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateForce_Out.JSON",
"UNIT": {
"FORCE": "KN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"FX",
"FY",
"FZ",
"MX",
"MY",
"MZ"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.3,
"STEPS": 1
}
}
}
板要素の単位断面力
{
"Argument": {
"TEXT_TYPE": "TH_PLATE_UNIT_FORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateUnitForce_Out.JSON",
"UNIT": {
"FORCE": "KN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Fxx",
"Fyy",
"Fxy",
"Mxx",
"Myy",
"Mxy",
"Vxx",
"Vyy"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
"Argument": {
"TEXT_TYPE": "TH_PLATE_UNIT_FORCE",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateUnitForce_Out.JSON",
"UNIT": {
"FORCE": "KN",
"DIST": "M"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Fxx",
"Fyy",
"Fxy",
"Mxx",
"Myy",
"Mxy",
"Vxx",
"Vyy"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
板要素の応力度
{
"Argument": {
"TEXT_TYPE": "TH_PLATESTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx(Top)",
"Sig-yy(Top)",
"Sig-xy(Top)",
"Sig-xx(Bot)",
"Sig-yy(Bot)",
"Sig-xy(Bot)"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
"Argument": {
"TEXT_TYPE": "TH_PLATESTRESS",
"EXPORT_PATH": "C:\\MIDAS\\Result\\TH_PlateStress_Out.JSON",
"UNIT": {
"FORCE": "N",
"DIST": "MM"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 6
},
"COMPONENTS": [
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx(Top)",
"Sig-yy(Top)",
"Sig-xy(Top)",
"Sig-xx(Bot)",
"Sig-yy(Bot)",
"Sig-xy(Bot)"
],
"NODE_ELEMS": {
"KEYS": [
51
]
},
"PARTS": [
"PartC",
"PartI",
"PartJ",
"PartK",
"PartL"
],
"TH_CASE_NAME": [
"Elcent"
],
"STEP": {
"FROM": 0.1,
"TO": 0.2,
"STEPS": 1
}
}
}
レスポンス例
板要素の断面力
{
"TH_PLATEFORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"FX",
"FY",
"FZ",
"MX",
"MY",
"MZ"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"I",
"0.383964",
"1.085381",
"-0.000122",
"-0.000976",
"0.000148",
"0.000000"
],
[
"2",
"51",
"Elcent",
"0.100",
"J",
"0.376184",
"-0.912407",
"-0.000206",
"-0.000988",
"-0.000230",
"0.000000"
],
[
"3",
"51",
"Elcent",
"0.100",
"K",
"-0.356719",
"-0.607889",
"0.000128",
"-0.000000",
"-0.000092",
"0.000000"
],
[
"4",
"51",
"Elcent",
"0.100",
"L",
"-0.403429",
"0.434915",
"0.000200",
"-0.000000",
"-0.000059",
"0.000000"
],
[
"5",
"51",
"Elcent",
"0.200",
"I",
"0.582462",
"1.811201",
"-0.000164",
"-0.001353",
"0.000195",
"0.000000"
],
[
"6",
"51",
"Elcent",
"0.200",
"J",
"0.419585",
"-0.879284",
"-0.000289",
"-0.001368",
"-0.000328",
"0.000000"
],
[
"7",
"51",
"Elcent",
"0.200",
"K",
"-0.496155",
"-1.124809",
"0.000161",
"-0.000000",
"-0.000147",
"0.000000"
],
[
"8",
"51",
"Elcent",
"0.200",
"L",
"-0.505891",
"0.192892",
"0.000292",
"-0.000000",
"-0.000104",
"0.000000"
]
]
}
}
"TH_PLATEFORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"FX",
"FY",
"FZ",
"MX",
"MY",
"MZ"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"I",
"0.383964",
"1.085381",
"-0.000122",
"-0.000976",
"0.000148",
"0.000000"
],
[
"2",
"51",
"Elcent",
"0.100",
"J",
"0.376184",
"-0.912407",
"-0.000206",
"-0.000988",
"-0.000230",
"0.000000"
],
[
"3",
"51",
"Elcent",
"0.100",
"K",
"-0.356719",
"-0.607889",
"0.000128",
"-0.000000",
"-0.000092",
"0.000000"
],
[
"4",
"51",
"Elcent",
"0.100",
"L",
"-0.403429",
"0.434915",
"0.000200",
"-0.000000",
"-0.000059",
"0.000000"
],
[
"5",
"51",
"Elcent",
"0.200",
"I",
"0.582462",
"1.811201",
"-0.000164",
"-0.001353",
"0.000195",
"0.000000"
],
[
"6",
"51",
"Elcent",
"0.200",
"J",
"0.419585",
"-0.879284",
"-0.000289",
"-0.001368",
"-0.000328",
"0.000000"
],
[
"7",
"51",
"Elcent",
"0.200",
"K",
"-0.496155",
"-1.124809",
"0.000161",
"-0.000000",
"-0.000147",
"0.000000"
],
[
"8",
"51",
"Elcent",
"0.200",
"L",
"-0.505891",
"0.192892",
"0.000292",
"-0.000000",
"-0.000104",
"0.000000"
]
]
}
}
板要素の単位断面力
{
"TH_PLATE_UNIT_FORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Fxx",
"Fyy",
"Fxy",
"Mxx",
"Myy",
"Mxy",
"Vxx",
"Vyy"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"C",
"0.003244",
"-0.057658",
"-0.253383",
"0.000034",
"0.000327",
"0.000007",
"-0.000013",
"0.000108"
],
[
"2",
"51",
"Elcent",
"0.100",
"I",
"-0.010378",
"-0.535150",
"-0.253383",
"0.000116",
"0.000644",
"0.000011",
"0.000000",
"0.000104"
],
[
"3",
"51",
"Elcent",
"0.100",
"J",
"-0.010378",
"0.419834",
"-0.253383",
"0.000120",
"0.000665",
"0.000001",
"0.000000",
"0.000111"
],
[
"4",
"51",
"Elcent",
"0.100",
"K",
"0.016867",
"0.419834",
"-0.253383",
"-0.000012",
"-0.000002",
"0.000002",
"-0.000026",
"0.000111"
],
[
"5",
"51",
"Elcent",
"0.100",
"L",
"0.016867",
"-0.535150",
"-0.253383",
"-0.000086",
"0.000002",
"0.000013",
"-0.000026",
"0.000104"
]
]
}
}
"TH_PLATE_UNIT_FORCE": {
"FORCE": "kN",
"DIST": "m",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Fxx",
"Fyy",
"Fxy",
"Mxx",
"Myy",
"Mxy",
"Vxx",
"Vyy"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"C",
"0.003244",
"-0.057658",
"-0.253383",
"0.000034",
"0.000327",
"0.000007",
"-0.000013",
"0.000108"
],
[
"2",
"51",
"Elcent",
"0.100",
"I",
"-0.010378",
"-0.535150",
"-0.253383",
"0.000116",
"0.000644",
"0.000011",
"0.000000",
"0.000104"
],
[
"3",
"51",
"Elcent",
"0.100",
"J",
"-0.010378",
"0.419834",
"-0.253383",
"0.000120",
"0.000665",
"0.000001",
"0.000000",
"0.000111"
],
[
"4",
"51",
"Elcent",
"0.100",
"K",
"0.016867",
"0.419834",
"-0.253383",
"-0.000012",
"-0.000002",
"0.000002",
"-0.000026",
"0.000111"
],
[
"5",
"51",
"Elcent",
"0.100",
"L",
"0.016867",
"-0.535150",
"-0.253383",
"-0.000086",
"0.000002",
"0.000013",
"-0.000026",
"0.000104"
]
]
}
}
板要素の応力度
{
"TH_PLATESTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx(Top)",
"Sig-yy(Top)",
"Sig-xy(Top)",
"Sig-xx(Bot)",
"Sig-yy(Bot)",
"Sig-xy(Bot)"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"C",
"0.000012",
"-0.000773",
"-0.002538",
"0.000053",
"-0.000380",
"-0.002529"
],
[
"2",
"51",
"Elcent",
"0.100",
"I",
"-0.000173",
"-0.005738",
"-0.002541",
"-0.000034",
"-0.004965",
"-0.002527"
],
[
"3",
"51",
"Elcent",
"0.100",
"J",
"-0.000176",
"0.003799",
"-0.002534",
"-0.000032",
"0.004598",
"-0.002533"
],
[
"4",
"51",
"Elcent",
"0.100",
"K",
"0.000176",
"0.004199",
"-0.002535",
"0.000161",
"0.004197",
"-0.002532"
],
[
"5",
"51",
"Elcent",
"0.100",
"L",
"0.000220",
"-0.005352",
"-0.002542",
"0.000117",
"-0.005351",
"-0.002526"
]
]
}
}
"TH_PLATESTRESS": {
"FORCE": "N",
"DIST": "mm",
"HEAD": [
"Index",
"Elem",
"Load",
"Time/Step",
"Part",
"Sig-xx(Top)",
"Sig-yy(Top)",
"Sig-xy(Top)",
"Sig-xx(Bot)",
"Sig-yy(Bot)",
"Sig-xy(Bot)"
],
"DATA": [
[
"1",
"51",
"Elcent",
"0.100",
"C",
"0.000012",
"-0.000773",
"-0.002538",
"0.000053",
"-0.000380",
"-0.002529"
],
[
"2",
"51",
"Elcent",
"0.100",
"I",
"-0.000173",
"-0.005738",
"-0.002541",
"-0.000034",
"-0.004965",
"-0.002527"
],
[
"3",
"51",
"Elcent",
"0.100",
"J",
"-0.000176",
"0.003799",
"-0.002534",
"-0.000032",
"0.004598",
"-0.002533"
],
[
"4",
"51",
"Elcent",
"0.100",
"K",
"0.000176",
"0.004199",
"-0.002535",
"0.000161",
"0.004197",
"-0.002532"
],
[
"5",
"51",
"Elcent",
"0.100",
"L",
"0.000220",
"-0.005352",
"-0.002542",
"0.000117",
"-0.005351",
"-0.002526"
]
]
}
}
仕様
| No. | 説明 | Key | データ型 | Default | 必須 | |
|---|---|---|---|---|---|---|
|
1 |
Result Text Type • Plate Force: "TH_PLATEFORCE" • Plate Unit Force: "TH_PLATE_UNIT_FORCE" • Plate Stress: "TH_PLATESTRESS" |
"TEXT_TYPE" |
String |
- |
必須 |
|
|
2 |
Result Table Save Path |
"EXPORT_PATH" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
3 |
Response Unit Setting |
"UNIT" |
Object |
System |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Force |
"FORCE" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Length |
"DIST" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Heat |
"HEAT" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Temperature |
"TEMP" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
4 |
Response Number Format |
"STYLES" |
Object |
System |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Number Format • "Fixed" • "Exponential" |
"FORMAT" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Digit Place • 0 to 15 |
"PLACE" |
Integer |
- |
ｵﾌﾟｼｮﾝ |
|
|
5 |
Components of Result Table |
"COMPONENTS" |
Array [String] |
All |
ｵﾌﾟｼｮﾝ |
|
|
6 |
Node / Element No. Input • Use Only One of the Two Methods |
"NODE_ELEMS" |
Object |
All |
ｵﾌﾟｼｮﾝ |
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Method 1: Specify Each ID |
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|
(1) |
• "KEYS": [101, 102, 103] |
"KEYS" |
Array |
- |
ｵﾌﾟｼｮﾝ |
|
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Method 2: Specify ID Range |
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|
(1) |
• "TO": "101 to 105" |
"TO" |
String |
- |
ｵﾌﾟｼｮﾝ |
|
|
7 |
Element Part • Plate Force ◦ "Part I" ◦ "Part J" ◦ "Part K" ◦ "Part L" • Plate Unit Force/Plate Stress ◦ "Part C" ◦ "Part I" ◦ "Part J" ◦ "Part K" ◦ "Part L" |
"PARTS" |
Array [String] |
All |
ｵﾌﾟｼｮﾝ |
|
|
8 |
Time History Load Case |
"TH_CASE_NAME" |
Array [String] |
All |
ｵﾌﾟｼｮﾝ | |
|
9 |
Output Time Step |
"STEP" |
Object |
- |
必須 |
|
|
(1) |
Start Time |
"FROM" |
Number |
- |
必須 |
|
|
(2) |
End Time |
"TO" |
Number |
- |
必須 |
|
|
(3) |
Time Interval |
"STEPS" |
Integer |
- |
必須 |
|