入力 URI
|
{base url} + db/GSBG |
|---|
メソッド
|
POST, GET, PUT, DELETE |
|---|
JSON スキーマ
詳細
"GSBG": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NAME": {
"description": "Name",
"type": "string"
},
"BATCH": {
"description": "Is Batch Boolean",
"type": "boolean"
},
"BODY_ELEM_GRUP_K": {
"description": "Body Element Group_K",
"type": "integer"
},
"ALLSTAGE": {
"description": "Is All Stage Boolean",
"type": "boolean"
},
"BSTRSCOMP": {
"description": "TODO: BSTRSCOMP",
"type": "integer"
},
"BSTRSCOMP_SUB": {
"description": "TODO: BSTRSCOMP_SUB",
"type": "integer"
},
"MOMENT_COMP": {
"description": "TODO: MOMENT_COMP",
"type": "integer"
},
"_7TH_DOF_TYPE": {
"description": "TODO: 7TH_DOF_TYPE",
"type": "integer"
},
"DGRM_TYPE": {
"description": "TODO: DGRM_TYPE",
"type": "integer"
},
"SCALEFACTOR": {
"description": "Scale",
"type": "number"
}
}
}
}
例
桁の応力/断面力分布 : 梁要素の応力度
"Assign": {
"1": {
"NAME": "Dgrm Group1",
"BATCH": true,
"BODY_ELEM_GRUP_K": 1,
"ALLSTAGE": false,
"DGRM_TYPE": 0,
"BSTRSCOMP": 6,
"BSTRSCOMP_SUB": 3,
"_7TH_DOF_TYPE": 0,
"SCALEFACTOR": 1
}
}
}
桁の応力/断面力分布 : 梁要素の断面力
"Assign": {
"2": {
"NAME": "Dgrm Group2",
"BATCH": true,
"BODY_ELEM_GRUP_K": 2,
"ALLSTAGE": true,
"DGRM_TYPE": 1,
"MOMENT_COMP": 4,
"SCALEFACTOR": 1
}
}
}
仕様
| No. | 説明 | Key | データ型 | Default | 必須 |
|---|---|---|---|---|---|
|
1 |
Group Name |
"NAME" |
String |
- |
必須 |
|
2 |
Batch |
"BATCH" |
Boolean |
true |
必須 |
|
3 |
Bridge Girder Element Group |
"BODY_ELEM_GRUP_K" |
Integer |
- |
必須 |
|
4 |
Generation Option • Current Stage-Step: false • Stages(Last Step): true |
"ALLSTAGE" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
5 |
Type of Result • Beam Stresses: 0 • Beam Forces/Moments: 1 |
"DGRM_TYPE" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
梁要素の応力度を選択した場合 |
|||||
|
6 |
Beam Stresses Components • Sax: 0 • +Sby: 1 • -Sby: 2 • +Sbz: 3 • -Sbz: 4 • Combined: 5 • 7th DOF: 6 |
"BSTRSCOMP" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
7 |
Location for the Display of Stress • When Beam Stresses Components is 7th DOF • Maximum: 0 • 1(-y, +z): 1 • 2(+y, +z): 2 • 3(+y, -z): 3 • 4(-y, -z): 4 |
"BSTRSCOMP_SUB" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
8 |
7th DOF Type • When Beam Stresses Components is 7th DOF • Sax(Warping): 0 • Ssy(Mt): 1 • Ssy(Mw): 2 • Ssz(Mt): 3 • Ssz(Mw): 4 • Combined(Ssy): 5 • Combined(Ssz): 6 |
"_7TH_DOF_TYPE" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
梁要素の断面力を選択した場合 |
|||||
|
9 |
Beam Forces/Moments Components • Fx: 0 • Fy: 1 • Fz: 2 • Mx: 3 • My: 4 • Mz: 5 • Mb: 6 • Mt: 7 • Mw: 8 |
"MOMENT_COMP" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
10 |
Scale |
"SCALEFACTOR" |
Number |
0 |
ｵﾌﾟｼｮﾝ |