Input URI
|
{base url} + POST/TABLE |
|---|
Active Methods
|
Post |
|---|
Json Schema
Details
Request Examples
Stiffness Irregularity (X)
"Argument": {
"TABLE_TYPE": "STIFFNESS_IRREGULARITY_X",
"UNIT": {
"FORCE": "kN",
"DIST": "m"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 4
},
"LOAD_CASE_NAMES": [
"RX(RS)"
],
"ADDITIONAL": {
"SET_CALCULATION_METHOD": {
"STORY_DRIFT_METHOD": "Drift at the Center of Mass",
"STORY_STIFFNESS_METHOD": "1 / Story Drift Ratio"
}
}
}
}
Stiffness Irregularity (Y)
"Argument": {
"TABLE_TYPE": "STIFFNESS_IRREGULARITY_Y",
"UNIT": {
"FORCE": "kN",
"DIST": "m"
},
"STYLES": {
"FORMAT": "Fixed",
"PLACE": 4
},
"LOAD_CASE_NAMES": [
"RY(RS)"
],
"ADDITIONAL": {
"SET_CALCULATION_METHOD": {
"STORY_DRIFT_METHOD": "Drift at the Center of Mass",
"STORY_STIFFNESS_METHOD": "1 / Story Drift Ratio"
}
}
}
}
Response Examples
Stiffness Irregularity (X)
"Empty": {
"FORCE": "KN",
"DIST": "M",
"HEAD": [
"Index",
"Load Case",
"Story",
"Level",
"Story Height",
"Story Drift",
"Story Shear Force",
"Story Stiffness",
"Upper Story Stiffness/0.7Ku1",
"Upper Story Stiffness/0.8Ku123",
"Story Stiffness Ratio",
"Story Drift Angle Ratio",
"Remark"
],
"DATA": [
[
"1",
"RX(RS)",
"12F",
"46.0000",
"4.0000",
"0.0016",
"979.6580",
"2536.9104",
"0.0000",
"0.0000",
"0.0000",
"0.0000",
"Regular"
],
[
"2",
"RX(RS)",
"11F",
"42.0000",
"4.0000",
"0.0017",
"1698.0904",
"2298.4536",
"1775.8373",
"0.0000",
"1.2943",
"1.1037",
"Regular"
],
[
"3",
"RX(RS)",
"10F",
"38.0000",
"4.0000",
"0.0019",
"2248.3828",
"2116.5102",
"1608.9175",
"0.0000",
"1.3155",
"1.0860",
"Regular"
],
[
"4",
"RX(RS)",
"9F",
"34.0000",
"4.0000",
"0.0020",
"2694.6269",
"2026.3443",
"1481.5571",
"1853.8331",
"1.0931",
"1.0445",
"Regular"
],
[
"5",
"RX(RS)",
"8F",
"30.0000",
"4.0000",
"0.0021",
"3076.5885",
"1936.3322",
"1418.4410",
"1717.6822",
"1.1273",
"1.0465",
"Regular"
],
[
"6",
"RX(RS)",
"7F",
"26.0000",
"4.0000",
"0.0021",
"3410.8906",
"1895.8132",
"1355.4326",
"1621.1165",
"1.1694",
"1.0214",
"Regular"
],
[
"7",
"RX(RS)",
"6F",
"22.0000",
"4.0000",
"0.0021",
"3717.0598",
"1877.3954",
"1327.0693",
"1562.2640",
"1.2017",
"1.0098",
"Regular"
],
[
"8",
"RX(RS)",
"5F",
"18.0000",
"4.0000",
"0.0021",
"4010.2675",
"1905.5394",
"1314.1768",
"1522.5442",
"1.2515",
"0.9852",
"Regular"
],
[
"9",
"RX(RS)",
"4F",
"14.0000",
"4.0000",
"0.0020",
"4286.8416",
"1954.4744",
"1333.8776",
"1514.3328",
"1.2907",
"0.9750",
"Regular"
],
[
"10",
"RX(RS)",
"3F",
"9.5000",
"4.5000",
"0.0021",
"4540.3991",
"2107.2552",
"1368.1321",
"1529.9758",
"1.3773",
"0.9275",
"Regular"
],
[
"11",
"RX(RS)",
"2F",
"5.0000",
"4.5000",
"0.0018",
"4753.0465",
"2463.5886",
"1475.0787",
"1591.2717",
"1.5482",
"0.8554",
"Regular"
],
[
"12",
"RX(RS)",
"1F",
"0.0000",
"5.0000",
"0.0012",
"4865.6419",
"4196.0606",
"1724.5120",
"1740.0848",
"2.4114",
"0.5871",
"Regular"
]
]
}
}
Stiffness Irregularity (Y)
"Empty": {
"FORCE": "KN",
"DIST": "M",
"HEAD": [
"Index",
"Load Case",
"Story",
"Level",
"Story Height",
"Story Drift",
"Story Shear Force",
"Story Stiffness",
"Upper Story Stiffness/0.7Ku1",
"Upper Story Stiffness/0.8Ku123",
"Story Stiffness Ratio",
"Story Drift Angle Ratio",
"Remark"
],
"DATA": [
[
"1",
"RY(RS)",
"12F",
"46.0000",
"4.0000",
"0.0021",
"779.9266",
"1921.3753",
"0.0000",
"0.0000",
"0.0000",
"0.0000",
"Regular"
],
[
"2",
"RY(RS)",
"11F",
"42.0000",
"4.0000",
"0.0022",
"1257.5212",
"1847.0336",
"1344.9627",
"0.0000",
"1.3733",
"1.0402",
"Regular"
],
[
"3",
"RY(RS)",
"10F",
"38.0000",
"4.0000",
"0.0022",
"1532.5857",
"1809.5179",
"1292.9235",
"0.0000",
"1.3996",
"1.0207",
"Regular"
],
[
"4",
"RY(RS)",
"9F",
"34.0000",
"4.0000",
"0.0022",
"1706.8907",
"1810.9326",
"1266.6625",
"1487.4471",
"1.2175",
"0.9992",
"Regular"
],
[
"5",
"RY(RS)",
"8F",
"30.0000",
"4.0000",
"0.0022",
"1853.6942",
"1822.2621",
"1267.6528",
"1457.9957",
"1.2498",
"0.9938",
"Regular"
],
[
"6",
"RY(RS)",
"7F",
"26.0000",
"4.0000",
"0.0021",
"2006.3496",
"1868.4183",
"1275.5835",
"1451.3900",
"1.2873",
"0.9753",
"Regular"
],
[
"7",
"RY(RS)",
"6F",
"22.0000",
"4.0000",
"0.0021",
"2183.9241",
"1943.9501",
"1307.8928",
"1467.0968",
"1.3250",
"0.9611",
"Regular"
],
[
"8",
"RY(RS)",
"5F",
"18.0000",
"4.0000",
"0.0019",
"2385.9639",
"2105.9400",
"1360.7651",
"1502.5681",
"1.4016",
"0.9231",
"Regular"
],
[
"9",
"RY(RS)",
"4F",
"14.0000",
"4.0000",
"0.0017",
"2594.9375",
"2306.6576",
"1474.1580",
"1578.2156",
"1.4616",
"0.9130",
"Regular"
],
[
"10",
"RY(RS)",
"3F",
"9.5000",
"4.5000",
"0.0017",
"2803.2122",
"2679.0756",
"1614.6603",
"1695.0794",
"1.5805",
"0.8610",
"Regular"
],
[
"11",
"RY(RS)",
"2F",
"5.0000",
"4.5000",
"0.0013",
"2995.5378",
"3424.4850",
"1875.3529",
"1891.1128",
"1.8108",
"0.7823",
"Regular"
],
[
"12",
"RY(RS)",
"1F",
"0.0000",
"5.0000",
"0.0007",
"3106.1249",
"6760.5635",
"2397.1395",
"2242.7249",
"2.8203",
"0.5065",
"Regular"
]
]
}
}
Specifications
|
NO. |
Description |
Key |
Value Type |
Default |
Required |
|
|
1 |
Table Name • Response Table Title |
"TABLE_NAME" |
String |
Empty |
Optional |
|
|
2 |
Result Table Type • X-Direction : "STIFFNESS_IRREGULARITY_X" • Y-Direction : "STIFFNESS_IRREGULARITY_Y" |
"TABLE_TYPE" |
String |
- |
Required |
|
|
3 |
Result Table Save Path |
"EXPORT_PATH" |
String |
- |
Optional |
|
|
4 |
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 |
|
|
5 |
Response Number Format |
"STYLES" |
Object |
System |
Optional |
|
|
(1) |
Number Format • "Default" • "Fixed" • "Scientific" • "General" |
"FORMAT" |
String |
- |
Optional |
|
|
(2) |
Digit Place • 0 to 15 |
"PLACE" |
Integer |
- |
Optional |
|
|
6 |
Components of Result Table |
"COMPONENTS" |
Array [String] |
- |
Read Only |
|
|
7 |
Load Name & Type • Static Load Cases ◦ NAME + "(ST)" • Load Combinations ◦ NAME + "(CB)" • Response Spectrum ◦ NAME + "(RS)" ◦ NAME + "(ES)" |
"LOAD_CASE_NAMES" |
Array [String] |
All |
Optional |
|
|
8 |
Additional Setting |
"ADDITIONAL" |
Object |
System |
Optional |
|
|
(1) |
Set Calculation Method |
"SET_CALCULATION_METHOD" |
Object |
- |
Required |
|
|
i. Set Story Drift Method • "Drift at the Center of Mass" • "Max. Drift of Outer Extreme Points" • "Max. Drfit of All Vertical Elements" |
"STORY_DRIFT_METHOD" |
String |
"Drift at the Center of Mass" |
Optional |
||
|
ii. Set Story Stiffness Method • "1 / Story Drift Ratio" • "Story Shear / Story Drift" |
"STORY_STIFFNESS_METHOD" |
String |
"1 / Story Drift Ratio" |
Optional |
||