Input URI
{base url} + db/POGD |
---|
Active Methods
POST, GET, PUT, DELETE |
---|
JSON Schema
Details
"POGD": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"GEOMNONLINEAR_TYPE": {
"description": "GeometricNonlinearityType",
"type": "string"
},
"INITLOADMETHOD": {
"description": "InitialLoadAnalysisMethod",
"type": "string"
},
"INITLOAD": {
"description": "InitialLoadCaseList",
"type": "array",
"items": {
"type": "object",
"properties": {
"LC_NAME": {
"description": "LoadCaseName",
"type": "string"
},
"LC_TYPE": {
"description": "LoadCaseType",
"type": "string"
},
"SF": {
"description": "ScaleFactor",
"type": "number"
}
}
}
},
"bCONSIGNOREELEM": {
"description": "ConsiderignoreElementsforNL.AnalysisInitialLoad",
"type": "boolean"
},
"NONL_OPT": {
"description": "NonlinearAnalysisOption",
"type": "object",
"properties": {
"bPERMITFAIL": {
"description": "NonlinearAnalysisPermitConvergenceFailure",
"type": "boolean"
},
"SUBSTEP": {
"description": "NonlinearAnalysisMaxNum.ofSubsteps",
"type": "integer"
},
"MAXITER": {
"description": "MaximumIteration",
"type": "integer"
},
"bDISPLNORM": {
"description": "UseConvergenceCriteriaDisplacementNorm",
"type": "boolean"
},
"bFORCENORM": {
"description": "UseConvergenceCriteriaForceNorm",
"type": "boolean"
},
"bENERGYNORM": {
"description": "UseConvergenceCriteriaEnergyNorm",
"type": "boolean"
},
"DISPLNORM": {
"description": "DisplacementNorm",
"type": "number"
},
"FORCENORM": {
"description": "ForceNorm",
"type": "number"
},
"ENERGYNORM": {
"description": "EnergyNorm",
"type": "number"
},
"bSHEARYIELDSTOP": {
"description": "UseAnalysisStop-ShearComp.Yield",
"type": "boolean"
},
"BSHEARYIELDSTOPBEAM": {
"description": "UseAnalysisStop-ShearComp.Yield-Beam/Column",
"type": "boolean"
},
"bSHEARYIELDSTOPWALL": {
"description": "UseAnalysisStop-ShearComp.Yield-Wall",
"type": "boolean"
},
"bAXIALYIELDSTOP": {
"description": "UseAnalysisStop-AxialComp.Collapse/Buckling",
"type": "boolean"
},
"bAXIALYIELDSTOPBEAM": {
"description": "UseAnalysisStop-AxialComp.Collapse/Buckling-Beam/Column",
"type": "boolean"
},
"bAXIALYIELDSTOPWALL": {
"description": "UseAnalysisStop-AxialComp.Collapse/Buckling-Wall",
"type": "boolean"
},
"bAXIALYIELDSTOPTRUSS": {
"description": "UseAnalysisStop-AxialComp.Collapse/Buckling-Truss",
"type": "boolean"
},
"bSUPPORTDZDIRSTOP": {
"description": "UseAnalysisStop-SupportUplifting/Collapse:Dz-Direction",
"type": "boolean"
},
"bSUPPORTSTOPUPLIFTING": {
"description": "UseAnalysisStop-Uplifting:Dz-Direction",
"type": "boolean"
},
"bSUPPORTSTOPCOLLAPSE": {
"description": "UseAnalysisStop-Collapse:Dz-Direction",
"type": "boolean"
}
}
},
"PHOP_OPT": {
"description": "NonlinearAnalysisOption",
"type": "object",
"properties": {
"bCONSREBARAREA1D": {
"description": "FiberModelOption-ConsiderBeam/ColumnReinforcementArea",
"type": "boolean"
},
"BEAM_CORE_SIZE": {
"description": "FiberModelOption-Beam-ColumnCoreAreasSizeType",
"type": "string"
},
"BEAM_CORE_DIV_Y": {
"description": "FiberModelOption-Beam-ColumnCoreDivision(y-dir)",
"type": "integer"
},
"BEAM_CORE_DIV_Z": {
"description": "FiberModelOption-Beam-ColumnCoreDivision(z-dir)",
"type": "integer"
},
"BEAM_COVER_SIZE": {
"description": "FiberModelOption-Beam-ColumnCoverAreasSizeType",
"type": "string"
},
"BEAM_COVER_DIV_Y": {
"description": "FiberModelOption-Beam-ColumnCoverDivision(y-dir)",
"type": "integer"
},
"BEAM_COVER_DIV_Z": {
"description": "FiberModelOption-Beam-ColumnCoverDivision(z-dir)",
"type": "integer"
},
"bCONSREBARAREAWALL": {
"description": "FiberModelOption-ConsiderWallReinforcementArea",
"type": "boolean"
},
"bWALLCONSOUT": {
"description": "FiberModelOption-WallConsiderOut-of-planeNonlinearityofPlateType",
"type": "boolean"
},
"WALL_CORE_SIZE": {
"description": "FiberModelOption-WallCoreFiberAreasSizeType",
"type": "string"
},
"WALL_CORE_DIV_Z": {
"description": "FiberModelOption-WallCoreDivision(z-dir)",
"type": "integer"
},
"WALL_CORE_DIV_Y": {
"description": "FiberModelOption-WallCoreDivision(y-dir)",
"type": "integer"
},
"WALL_COVER_SIZE": {
"description": "FiberModelOption-WallCoverAreasSizeType",
"type": "string"
},
"WALL_COVER_DIV_Z": {
"description": "FiberModelOption-WallCoverDivision(z-dir)",
"type": "integer"
},
"WALL_COVER_DIV_Y": {
"description": "FiberModelOption-WallCoverDivision(y-dir)",
"type": "integer"
},
"SHEAR_R": {
"description": "FiberModelOption-SpringShear",
"type": "number"
},
"bASSIGNBYMEMBER": {
"description": "AssignHingePropertiestoMemberonlyforMoment-RotationBeam/Column",
"type": "boolean"
},
"bTRI_SYM": {
"description": "UseTrilinearDefaultStiffnessReductionSymmetrical",
"type": "boolean"
},
"TRI_TENS_A1": {
"description": "TrilinearDefaultStiffnessReduction-Tens.a1",
"type": "number"
},
"TRI_TENS_A2": {
"description": "TrilinearDefaultStiffnessReduction-Tens.a2",
"type": "number"
},
"TRI_COMP_A1": {
"description": "TrilinearDefaultStiffnessReduction-Comp.a1",
"type": "number"
},
"TRI_COMP_A2": {
"description": "TrilinearDefaultStiffnessReduction-Comp.a2",
"type": "number"
},
"bBI_SYM": {
"description": "UseBilinearDefaultStiffnessReductionSymmetrical",
"type": "boolean"
},
"BI_TENS_A1": {
"description": "BilinearDefaultStiffnessReduction-Tens.a1",
"type": "number"
},
"BI_COMP_A1": {
"description": "BilinearDefaultStiffnessReduction-Comp.a1",
"type": "number"
},
"PSPR_APPLY_TYPE": {
"description": "PointSpringSupportApplyType",
"type": "string"
},
"ELNK_APPLY_TYPE": {
"description": "ElasticLinkApplyType",
"type": "string"
},
"bUSEAUTOCALCREFERENCE": {
"description": "ReferenceCode/ManualforAuto-Calculation",
"type": "boolean"
},
"RCDGNCODE": {
"description": "RCReferenceDesignCode",
"type": "string"
},
"LOC_BEAM": {
"description": "ReferenceLocationofBeam/DistributedHinges",
"type": "string"
},
"LOC_COLUMN": {
"description": "ReferenceLocationofColumn",
"type": "string"
},
"SF_WALL": {
"description": "ScaleFactorforUltimateRotation-WallScaleFactor",
"type": "number"
},
"bSF_BRITTLE": {
"description": "ScaleFactorforUltimateRotation-UseBrittleScaleFactor",
"type": "boolean"
},
"SF_BRITTLE": {
"description": "ScaleFactorforUltimateRotation-BrittleScaleFactor",
"type": "number"
},
"bSF_EARTHQUAKE": {
"description": "ScaleFactorforUltimateRotation-UseEarthquakeScaleFactor",
"type": "boolean"
},
"SF_EARTHQUAKE": {
"description": "ScaleFactorforUltimateRotation-EarthquakeScaleFactor",
"type": "number"
},
"bSF_SMOOTH_BAR": {
"description": "ScaleFactorforUltimateRotation-UseSmoothbarScaleFactor",
"type": "boolean"
},
"SF_SMOOTH_BAR": {
"description": "ScaleFactorforUltimateRotation-SmoothbarScaleFactor",
"type": "number"
},
"SND_SEIS_GRUP": {
"description": "SecondarySeismicElementsGroupName",
"type": "string"
},
"CONFIDENCE": {
"description": "ConfidenceFactor",
"type": "number"
},
"bBUCKLING": {
"description": "CalcYieldSurfaceofBeamconsideringBuckling",
"type": "boolean"
},
"bCALCAXIALFORCE": {
"description": "CalcMcConsideringAxialForce(AIJ)",
"type": "boolean"
}
}
},
"NODECONNECTIVITY": {
"description": "WallNodeConnectivity",
"type": "string"
},
"bSHOWGRAPHAFTER": {
"description": "Misc...-ShowPushoverCurveResultAfterAnalysis",
"type": "boolean"
},
"bSHOWGRAPGHDURING": {
"description": "Misc...-ShowPushoverCurveduringAnalysis",
"type": "boolean"
}
}
}
}
Examples
Pushover Analysis Control Data
"Assign": {
"1": {
"GEOMNONLINEAR_TYPE": "NONE",
"INITLOADMETHOD": "PERFORM_ANAL",
"INITLOAD": [],
"bCONSIGNOREELEM": true,
"NONL_OPT": {
"bPERMITFAIL": true,
"SUBSTEP": 10,
"MAXITER": 10,
"bDISPLNORM": true,
"bFORCENORM": false,
"bENERGYNORM": false,
"DISPLNORM": 0.001,
"FORCENORM": 0.001,
"ENERGYNORM": 0.001,
"bSHEARYIELDSTOP": false,
"BSHEARYIELDSTOPBEAM": true,
"bSHEARYIELDSTOPWALL": false,
"bAXIALYIELDSTOP": false,
"bAXIALYIELDSTOPBEAM": true,
"bAXIALYIELDSTOPWALL": false,
"bAXIALYIELDSTOPTRUSS": false,
"bSUPPORTDZDIRSTOP": false,
"bSUPPORTSTOPUPLIFTING": false,
"bSUPPORTSTOPCOLLAPSE": false
},
"PHOP_OPT": {
"bCONSREBARAREA1D": false,
"BEAM_CORE_SIZE": "AUTO",
"BEAM_CORE_DIV_Y": 15,
"BEAM_CORE_DIV_Z": 15,
"BEAM_COVER_SIZE": "EQUAL",
"BEAM_COVER_DIV_Y": 15,
"BEAM_COVER_DIV_Z": 15,
"bCONSREBARAREAWALL": false,
"bWALLCONSOUT": true,
"WALL_CORE_SIZE": "AUTO",
"WALL_CORE_DIV_Z": 8,
"WALL_CORE_DIV_Y": 8,
"WALL_COVER_SIZE": "AUTO",
"WALL_COVER_DIV_Z": 8,
"WALL_COVER_DIV_Y": 1,
"SHEAR_R": 0.4,
"bASSIGNBYMEMBER": true,
"bTRI_SYM": true,
"TRI_TENS_A1": 0.1,
"TRI_TENS_A2": 0.05,
"TRI_COMP_A1": 0.1,
"TRI_COMP_A2": 0.05,
"bBI_SYM": true,
"BI_TENS_A1": 0.05,
"BI_COMP_A1": 0.05,
"PSPR_APPLY_TYPE": "ASSUME",
"ELNK_APPLY_TYPE": "APPLY",
"bUSEAUTOCALCREFERENCE": true,
"RCDGNCODE": "KISTEC2019",
"LOC_BEAM": "M",
"LOC_COLUMN": "I",
"SF_WALL": 1.6,
"bSF_BRITTLE": false,
"SF_BRITTLE": 1.6,
"bSF_EARTHQUAKE": false,
"SF_EARTHQUAKE": 0.85,
"bSF_SMOOTH_BAR": false,
"SF_SMOOTH_BAR": 0.575,
"CONFIDENCE": 1,
"bBUCKLING": true,
"bCALCAXIALFORCE": true
},
"NODECONNECTIVITY": "PINNED",
"bSHOWGRAPHAFTER": true,
"bSHOWGRAPGHDURING": false
}
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Geometric Nonlinearity Type • None: "NONE" • Large Displacements: "LARGE_DISP" |
"GEOMNONLINEAR_TYPE" |
String |
"NONE" |
Optional |
|
Initial Load |
||||||
2 |
Initial Load • Perform Nonlinear Static Analysis: "PERFORM_ANAL" • Import Static/Construction Stage Analysis: "IMPORT_RESULT" |
"INITLOADMETHOD" |
String |
"PERFORM_ANAL" |
Optional |
|
3 |
Initial Load Case List • Insert the data as an object |
"INITLOAD" |
Array |
- |
Optional |
|
(1) |
Load Case Name |
"LC_NAME" |
String |
- |
Required |
|
(2) |
Load Case Type |
"LC_TYPE" |
String |
- |
Required |
|
(3) |
Scale Factor |
"SF" |
Number |
- |
Required |
|
4 |
Consider Ignore Elements for NL. Analysis Initial Load • When Initial Load is Perform Nonlinear Static Analysis |
"bCONSIGNOREELEM" |
Boolean |
false |
Optional |
|
Nonlinear Analysis Option |
||||||
5 |
Nonlinear Analysis Option |
"NONL_OPT" |
Object |
- |
Required |
|
General Options |
||||||
(1) |
Permit Convergence Failure |
"bPERMITFAIL" |
Boolean |
false |
Optional |
|
(2) |
Max Num. of Substeps |
"SUBSTEP" |
Integer |
- |
Required |
|
(3) |
Maximum Iteration |
"MAXITER" |
Integer |
- |
Required |
|
(4) |
Displacement Norm • Active/Inactive |
"bDISPLNORM" |
Boolean |
false |
Optional |
|
(5) |
Displacement Norm |
"DISPLNORM" |
Number |
0 |
Optional |
|
(6) |
Force Norm • Active/Inactive |
"bFORCENORM" |
Boolean |
false |
Optional |
|
(7) |
Force Norm |
"FORCENORM" |
Number |
0 |
Optional |
|
(8) |
Energy Norm • Active/Inactive |
"bENERGYNORM" |
Boolean |
false |
Optional |
|
(9) |
Energy Norm |
"ENERGYNORM" |
Number |
0 |
Optional |
|
Analysis Stop |
||||||
(10) |
Shear Component Yield • Active/Inactive |
"bSHEARYIELDSTOP" |
Boolean |
false |
Optional |
|
(11) |
Shear Component Yield • Beam/Column |
"BSHEARYIELDSTOPBEAM" |
Boolean |
false |
Optional |
|
(12) |
Shear Component Yield ᴳ⁾ • Wall |
"bSHEARYIELDSTOPWALL" |
Boolean |
false |
Optional |
|
(13) |
Axial Component Collapse/Buckling • Active/Inactive |
"bAXIALYIELDSTOP" |
Boolean |
false |
Optional |
|
(14) |
Axial Component Collapse/Buckling • Beam/Column |
"bAXIALYIELDSTOPBEAM" |
Boolean |
false |
Optional |
|
(15) |
Axial Component Collapse/Buckling ᴳ⁾ • Wall |
"bAXIALYIELDSTOPWALL" |
Boolean |
false |
Optional |
|
(16) |
Axial Component Collapse/Buckling • Truss |
"bAXIALYIELDSTOPTRUSS" |
Boolean |
false |
Optional |
|
(17) |
Support Uplifting/Collapse: Dz-Direction • Active/Inactive |
"bSUPPORTDZDIRSTOP" |
Boolean |
false |
Optional |
|
(18) |
Support Uplifting/Collapse: Dz-Direction • Uplifting |
"bSUPPORTSTOPUPLIFTING" |
Boolean |
false |
Optional |
|
(19) |
Support Uplifting/Collapse: Dz-Direction • Collapse |
"bSUPPORTSTOPCOLLAPSE" |
Boolean |
false |
Optional |
|
Pushover Hinge Data Option |
||||||
6 |
Pushover Hinge Data Option |
"PHOP_OPT" |
Object |
- |
Optional |
|
Fiber Model Option: Beam-Column ᴳ⁾ |
||||||
(1) |
Reinforcement Area • Active/Inactive |
"bCONSREBARAREA1D" |
Boolean |
- |
Required |
|
(2) |
Core Areas Size Type • Auto Size: "AUTO" • Equal Size: "EQUAL" |
"BEAM_CORE_SIZE" |
String |
- |
Required |
|
(3) |
Core Division (y-dir) |
"BEAM_CORE_DIV_Y" |
Integer |
- |
Required |
|
(4) |
Core Division (z-dir) |
"BEAM_CORE_DIV_Z" |
Integer |
- |
Required |
|
(5) |
Cover Areas Size Type • Auto Size: "AUTO" • Equal Size: "EQUAL" |
"BEAM_COVER_SIZE" |
String |
- |
Required |
|
(6) |
Cover Division (y-dir) |
"BEAM_COVER_DIV_Y" |
Integer |
- |
Required |
|
(7) |
Cover Division (z-dir) |
"BEAM_COVER_DIV_Z" |
Integer |
- |
Required |
|
Fiber Model Option: Wall ᴳ⁾ |
||||||
(8) |
Reinforcement Area • Active/Inactive |
"bCONSREBARAREAWALL" |
Boolean |
- |
Required |
|
(9) |
Consider Out-of-plane Nonlinearity of Plate Type |
"bWALLCONSOUT" |
Boolean |
- |
Required |
|
(10) |
Core Fiber Areas Size Type • Auto Size: "AUTO" • Equal Size: "EQUAL" |
"WALL_CORE_SIZE" |
String |
- |
Required |
|
(11) |
Core Division (z-dir) |
"WALL_CORE_DIV_Z" |
Integer |
- |
Required |
|
(12) |
Core Division (y-dir) |
"WALL_CORE_DIV_Y" |
Integer |
- |
Required |
|
(13) |
Cover Areas Size Type • Auto Size: "AUTO" • Equal Size: "EQUAL" |
"WALL_COVER_SIZE" |
String |
- |
Required |
|
(14) |
Cover Division (z-dir) |
"WALL_COVER_DIV_Z" |
Integer |
- |
Required |
|
(15) |
Cover Division (y-dir) |
"WALL_COVER_DIV_Y" |
Integer |
- |
Required |
|
(16) |
Spring Shear |
"SHEAR_R" |
Integer |
- |
Required |
|
Pushover Hinge Data Option |
||||||
(17) |
Assign Hinge Properties to Member only for Moment-Rotation Beam/Column • Active/Inactive |
"bASSIGNBYMEMBER" |
Boolean |
- |
Required |
|
Default Stiffness Reduction Ratio of Skeleton Curve |
||||||
(18) |
Trilinear Default Stiffness Reduction Symmetrical • Active/Inactive |
"bTRI_SYM" |
Boolean |
- |
Required |
|
(19) |
Trilinear Default Stiffness Reduction - Tens. α1 |
"TRI_TENS_A1" |
Number |
- |
Required |
|
(20) |
Trilinear Default Stiffness Reduction - Tens. α2 |
"TRI_TENS_A2" |
Number |
- |
Required |
|
(21) |
Trilinear Default Stiffness Reduction - Comp. α1 |
"TRI_COMP_A1" |
Number |
- |
Required |
|
(22) |
Trilinear Default Stiffness Reduction - Comp. α2 |
"TRI_COMP_A2" |
Number |
- |
Required |
|
(23) |
Bilinear Default Stiffness Reduction Symmetrical • Active/Inactive |
"bBI_SYM" |
Boolean |
- |
Required |
|
(24) |
Bilinear Default Stiffness Reduction - Tens. α1 |
"BI_TENS_A1" |
Number |
- |
Required |
|
(25) |
Bilinear Default Stiffness Reduction - Comp. α1 |
"BI_COMP_A1" |
Number |
- |
Required |
|
Point Spring Support & Elastic Link: Nonlinear Type |
||||||
(26) |
Point Spring Support Apply Type • "APPLY" • "ASSUME" |
"PSPR_APPLY_TYPE" |
String |
- |
Required |
|
(27) |
Elastic Link Apply Type • "APPLY" • "ASSUME" |
"ELNK_APPLY_TYPE" |
String |
- |
Required |
|
Data for Auto-Calculation of Strength |
||||||
(28) |
Reference Code/Manual for Auto-Calculation ᴳ⁾ • Active/Inactive |
"bUSEAUTOCALCREFERENCE" |
Boolean |
- |
Required |
|
(29) |
RC Reference Design Code ᴳ⁾ • "KISTEC2019" • "KISTEC2013" • "MOE2019" • "MOE2018" • "AIK-G-001-2021" |
"RCDGNCODE" |
String |
- |
Required |
|
(30) |
Reference Location of Beam/Distributed Hinges • I-End: "I" • J-End: "J" • Center: "M" |
"LOC_BEAM" |
String |
- |
Required |
|
(31) |
Reference Location of Column |
"LOC_COLUMN" |
String |
- |
Required |
|
(32) |
Scale Factor for Ultimate Rotation - Wall Scale Factor |
"SF_WALL" |
Number |
- |
Required |
|
(33) |
Scale Factor for Ultimate Rotation - Use Brittle Scale Factor |
"bSF_BRITTLE" |
Boolean |
- |
Required |
|
(34) |
Scale Factor for Ultimate Rotation - Brittle Scale Factor |
"SF_BRITTLE" |
Number |
- |
Required |
|
(35) |
Scale Factor for Ultimate Rotation - Use Earthquake Scale Factor |
"bSF_EARTHQUAKE" |
Boolean |
- |
Required |
|
(36) |
Scale Factor for Ultimate Rotation - Earthquake Scale Factor |
"SF_EARTHQUAKE" |
Number |
- |
Required |
|
(37) |
Scale Factor for Ultimate Rotation - Use Smooth bar Scale Factor |
"bSF_SMOOTH_BAR" |
Boolean |
- |
Required |
|
(38) |
Scale Factor for Ultimate Rotation - Smooth bar Scale Factor |
"SF_SMOOTH_BAR" |
String |
- |
Required |
|
(39) |
Secondary Seismic Elements Group Name |
"SND_SEIS_GRUP" |
String |
- |
Required |
|
(40) |
Confidence Factor |
"CONFIDENCE" |
Number |
- |
Required |
|
(41) |
Calculation Yield Surface of Beam considering Buckling |
"CONFIDENCE" |
Boolean |
- |
Required |
|
(42) |
Calc Mc Considering Axial Force (AIJ) |
"bCALCAXIALFORCE" |
Boolean |
- |
Required |
|
Wall |
||||||
7 |
Wall Node Connectivity • Pinned: "PINNED" • Fixed: "FIXED" |
"NODECONNECTIVITY" |
String |
- |
Required |
|
Miscellaneous |
||||||
8 |
Show Pushover Curve Result After Analysis • Active/Inactive |
"bSHOWGRAPHAFTER" |
Boolean |
- |
Required |
|
9 |
Show Pushover Curve during Analysis • Active/Inactive |
"bSHOWGRAPGHDURING" |
Boolean |
- |
Required |
ᴳ⁾ MIDAS GEN NX only