Input URI
{base url} + db/POSL |
|---|
Active Methods
POST, GET, PUT, DELETE |
|---|
JSON Schema
Details
{
"$schema": "http://json-schema.org/draft-07/schema#",
"Argument": {
"type": "object",
"properties": {
"NAME": {
"description": "LoadCaseName",
"type": "string"
},
"CODE": {
"description": "SeismicLoadCode",
"type": "string"
},
"METHOD": {
"description": "Method",
"type": "string"
},
"SZ": {
"description": "SeismicZone",
"type": "string"
},
"EPA": {
"description": "EPA(S)",
"type": "number"
},
"SC": {
"description": "SiteClass",
"type": "string"
},
"FA": {
"description": "Fa",
"type": "number"
},
"FV": {
"description": "Fv",
"type": "number"
},
"SDS": {
"description": "Sds",
"type": "number"
},
"SD1": {
"description": "Sd1",
"type": "number"
},
"USER_GROUP": {
"description": "SeismicUserGroup",
"type": "string"
},
"IF": {
"description": "ImportanceFactor",
"type": "number"
},
"RMF": {
"description": "ResponseModifyFactor",
"type": "number"
},
"CALC_OPT": {
"description": "CalculateData",
"type": "boolean"
}
}
}
}
"$schema": "http://json-schema.org/draft-07/schema#",
"Argument": {
"type": "object",
"properties": {
"NAME": {
"description": "LoadCaseName",
"type": "string"
},
"CODE": {
"description": "SeismicLoadCode",
"type": "string"
},
"METHOD": {
"description": "Method",
"type": "string"
},
"SZ": {
"description": "SeismicZone",
"type": "string"
},
"EPA": {
"description": "EPA(S)",
"type": "number"
},
"SC": {
"description": "SiteClass",
"type": "string"
},
"FA": {
"description": "Fa",
"type": "number"
},
"FV": {
"description": "Fv",
"type": "number"
},
"SDS": {
"description": "Sds",
"type": "number"
},
"SD1": {
"description": "Sd1",
"type": "number"
},
"USER_GROUP": {
"description": "SeismicUserGroup",
"type": "string"
},
"IF": {
"description": "ImportanceFactor",
"type": "number"
},
"RMF": {
"description": "ResponseModifyFactor",
"type": "number"
},
"CALC_OPT": {
"description": "CalculateData",
"type": "boolean"
}
}
}
}
Examples
Element Stiffness Scale Factor - Single
{
"Assign": {
"1": {
"NAME": "KDS(2019)",
"CODE": "KDS(41-17-00:2019)",
"METHOD": "RES_DISP",
"SZ": "1",
"EPA": 0.22,
"SC": "S1",
"FA": 1.12,
"FV": 0.84,
"SDS": 0.41066666666666674,
"SD1": 0.12319999999999999,
"USER_GROUP": "1",
"IF": 1.2,
"RMF": 3
}
}
}
"Assign": {
"1": {
"NAME": "KDS(2019)",
"CODE": "KDS(41-17-00:2019)",
"METHOD": "RES_DISP",
"SZ": "1",
"EPA": 0.22,
"SC": "S1",
"FA": 1.12,
"FV": 0.84,
"SDS": 0.41066666666666674,
"SD1": 0.12319999999999999,
"USER_GROUP": "1",
"IF": 1.2,
"RMF": 3
}
}
}
Specifications
| No. | Description | Key | Value Type | Default | Required |
|---|---|---|---|---|---|
1 | Parameters of Seismic Earth Name | "NAME" | String | - | Required |
2 | Seismic Load Code | "CODE" | String | - | Optional |
3 | Seismic Calculation Method • RES_DISP: Response Displacement Method • EQV_STATIC: Equivalent Static Method | "METHOD" | String | - | Optional |
4 | Seismic Zone | "SZ" | String | - | Required |
5 | Effective Peak Ground Acceleration | "EPA" | Number | - | Required |
6 | Site Class | "SC" | String | - | Required |
7 | Short-period site coefficient | "FA" | Number | - | Required |
8 | Soil layer thickness | "FV" | Number | - | Requirel |
9 | Design spectral acceleration at short period | "SDS" | Number | Require | |
10 | Design spectral acceleration at 1-second period | "SD1" | Number | Require | |
11 | Seismic User Group | "USER_GROUP" | String | ||
12 | Importance Factor | "IF" | Number | Require | |
13 | Response Modification Factor | "RMF" | Number | Require |