Input URI
{base url} + db/THIS |
---|
Active Methods
POST, GET, PUT, DELETE |
---|
JSON Schema
Details
"THIS": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"COMMON": {
"description": "CommonData",
"type": "object",
"properties": {
"NAME": {
"description": "TimeHistoryLoadCaseName",
"type": "string"
},
"DESC": {
"description": "Description",
"type": "string"
},
"iATYPE": {
"description": "AnlysisType",
"type": "integer"
},
"iAMETHOD": {
"description": "AnalysisMethod",
"type": "integer"
},
"iTHTYPE": {
"description": "TimeHistoryType",
"type": "integer"
},
"iGEOM": {
"description": "GeometricNonlinearityType(Nonlinear-AnlysisType)",
"type": "integer"
},
"iISTEP": {
"description": "IncrementSteps(Static-AnalysisMethod)",
"type": "integer"
},
"ENDTIME": {
"description": "EndTime",
"type": "number"
},
"INC": {
"description": "TimeIncrement",
"type": "number"
},
"iOUT": {
"description": "StepNumberIncrementForOutput",
"type": "integer"
},
"INITLOAD": {
"description": "Useinitialload",
"type": "integer"
},
"INITMETHOD": {
"description": "DynamicLoadType",
"type": "string"
},
"bSUBSEQ": {
"description": "Subsequentto-CheckBox",
"type": "boolean"
},
"SUBSEQ": {
"description": "Subsequentto-Type",
"type": "integer"
},
"LCTYPE": {
"description": "LoadCaseType",
"type": "string"
},
"CASE": {
"description": "LoadCaseName",
"type": "string"
},
"bKEEP": {
"description": "KeepFinalStepLoadsConstant",
"type": "boolean"
},
"bDVA": {
"description": "CumulateD/V/AResults",
"type": "boolean"
},
"iMDTYPE": {
"description": "DampingMethod",
"type": "integer"
}
}
},
"iINCCTRL": {
"description": "Incrementmethod",
"type": "integer"
},
"bCUMULATE": {
"description": "Cumulateloadincrementhistoryforoutput",
"type": "boolean"
},
"SCALE": {
"description": "ControlOption-Scalefactor",
"type": "number"
},
"iCTRL": {
"description": "Displacementcontroloption",
"type": "integer"
},
"TINC": {
"description": "Maximumdisplacement",
"type": "number"
},
"MNODE": {
"description": "Masternode",
"type": "integer"
},
"MDIR": {
"description": "Masterdirection",
"type": "integer"
},
"DALL": {
"description": "DampingRatioForAllModes",
"type": "number"
},
"iCOEF": {
"description": "MassAndStiffnessCoefficientsType",
"type": "integer"
},
"bMASSP": {
"description": "MassProportional-CheckBox",
"type": "boolean"
},
"MASSC": {
"description": "MassProportional-Value",
"type": "number"
},
"bSTIFFP": {
"description": "StiffnessProportional-CheckBox",
"type": "boolean"
},
"STIFFC": {
"description": "StiffnessProportional-Value",
"type": "number"
},
"iCALC": {
"description": "CoefficientCalculationType,Frequency),1,Period),2",
"type": "integer"
},
"FP1": {
"description": "Frequency/Period-Mode1",
"type": "number"
},
"DR1": {
"description": "DampngRatio-Mode1",
"type": "number"
},
"FP2": {
"description": "Frequency/Period-Mode2",
"type": "number"
},
"DR2": {
"description": "DampngRatio-Mode2",
"type": "number"
},
"iNMM": {
"description": "NewmarkMethodInputType",
"type": "integer"
},
"GAMMA": {
"description": "GammaValue",
"type": "number"
},
"BETA": {
"description": "BetaValue",
"type": "number"
},
"bITER": {
"description": "Performiteration-CheckBox",
"type": "boolean"
},
"bCONV": {
"description": "Permitconvergencefailure-CheckBox",
"type": "boolean"
},
"MINSSS": {
"description": "Minimumstepsize",
"type": "number"
},
"iMSTEP": {
"description": "Minimumstepsize",
"type": "integer"
},
"iMAXITER": {
"description": "Maximumiteration",
"type": "integer"
},
"bDN": {
"description": "Displacementnorm-CheckBox",
"type": "boolean"
},
"DN": {
"description": "Displacementnorm-value",
"type": "number"
},
"bFN": {
"description": "Forcenorm-CheckBox",
"type": "boolean"
},
"FN": {
"description": "Forcenorm-value",
"type": "number"
},
"bEN": {
"description": "Energynorm-CheckBox",
"type": "boolean"
},
"EN": {
"description": "Energynorm-value",
"type": "number"
},
"DMUPDATE": {
"description": "Dampingmatrixupdate",
"type": "boolean"
},
"iRKM": {
"description": "Rungekuttamethod",
"type": "integer"
},
"dTOL": {
"description": "Tolerance",
"type": "number"
},
"bULSM": {
"description": "Uselinesearchmethod",
"type": "boolean"
},
"ULSM": {
"description": "Numberofiterationtostartlinesearch",
"type": "integer"
},
"aDAMP": {
"description": "ModeID,DampingList",
"type": "array",
"items": {
"type": "object",
"properties": {
"iMODE": {
"description": "Modaldampingoverrides-Mode",
"type": "integer"
},
"DAMPING": {
"description": "Modaldampingoverrides-Dampingratio",
"type": "number"
}
}
}
}
}
}
}
Examples
Linear Type, Modal Method and Transient
"Assign": {
"3": {
"COMMON": {
"NAME": "LMT_01",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 1
},
"DALL": 0.005,
"aDAMP": [
{
"iMODE": 1,
"DAMPING": 0.006
},
{
"iMODE": 2,
"DAMPING": 0.007
}
]
},
"4": {
"COMMON": {
"NAME": "LMT_02",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 1,
"bMASSP": true,
"MASSC": 1.1,
"bSTIFFP": true,
"STIFFC": 1.2
},
"5": {
"COMMON": {
"NAME": "LMT_03",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": false,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 1,
"FP1": 1.1,
"DR1": 0.05,
"FP2": 1.2,
"DR2": 0.06
},
"6": {
"COMMON": {
"NAME": "LMT_04",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "LMT_03",
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 2,
"FP1": 0.01,
"DR1": 0.05,
"FP2": 0.02,
"DR2": 0.06
},
"7": {
"COMMON": {
"NAME": "LMT_05",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "CS",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 3
}
}
}
}
Linear Type, Modal Method and Perioric
"Assign": {
"8": {
"COMMON": {
"NAME": "LMP_01",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 2,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 1
},
"DALL": 0.005,
"aDAMP": [
{
"iMODE": 1,
"DAMPING": 0.006
},
{
"iMODE": 2,
"DAMPING": 0.007
}
]
},
"9": {
"COMMON": {
"NAME": "LMP_02",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 2,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 1,
"bMASSP": true,
"MASSC": 1.1,
"bSTIFFP": true,
"STIFFC": 1.2
},
"10": {
"COMMON": {
"NAME": "LMP_03",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 2,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": false,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 1,
"FP1": 1.1,
"DR1": 0.05,
"FP2": 1.2,
"DR2": 0.06
},
"11": {
"COMMON": {
"NAME": "LMP_04",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 2,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "LMT_03",
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 2,
"FP1": 0.01,
"DR1": 0.05,
"FP2": 0.02,
"DR2": 0.06
},
"12": {
"COMMON": {
"NAME": "LMP_05",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "CS",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 3
}
}
}
}
Linear Type, Direct Integration Method and Transient
"Assign": {
"13": {
"COMMON": {
"NAME": "LDT_01",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 1
},
"DALL": 0.005,
"iNMM": 1,
"aDAMP": [
{
"iMODE": 1,
"DAMPING": 0.006
},
{
"iMODE": 2,
"DAMPING": 0.007
}
]
},
"14": {
"COMMON": {
"NAME": "LDT_02",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 1,
"bMASSP": true,
"MASSC": 1.1,
"bSTIFFP": true,
"STIFFC": 1.2,
"iNMM": 2
},
"15": {
"COMMON": {
"NAME": "LDT_03",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 10,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": false,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 1,
"FP1": 1.1,
"DR1": 0.05,
"FP2": 1.2,
"DR2": 0.06,
"iNMM": 3,
"GAMMA": 0.5,
"BETA": 0.25
},
"16": {
"COMMON": {
"NAME": "LDT_04",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "LDT_03",
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 2,
"FP1": 0.01,
"DR1": 0.05,
"FP2": 0.02,
"DR2": 0.06,
"iNMM": 1
},
"17": {
"COMMON": {
"NAME": "LDT_05",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "CS",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 3
},
"iNMM": 2
},
"18": {
"COMMON": {
"NAME": "LDT_06",
"DESC": "",
"iATYPE": 1,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 4
},
"iNMM": 3,
"GAMMA": 0.5,
"BETA": 0.25
}
}
}
Nonlinear Type, Modal Method and Transient
"Assign": {
"19": {
"COMMON": {
"NAME": "NMT_01",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 1
},
"DALL": 0.05,
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5,
"aDAMP": [
{
"iMODE": 1,
"DAMPING": 0.06
},
{
"iMODE": 2,
"DAMPING": 0.07
}
]
},
"20": {
"COMMON": {
"NAME": "NMT_02",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 1,
"bMASSP": true,
"MASSC": 1.1,
"bSTIFFP": true,
"STIFFC": 1.2,
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": true,
"FN": 0.001,
"bEN": false,
"DMUPDATE": false,
"iRKM": 1,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5
},
"21": {
"COMMON": {
"NAME": "NMT_03",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": false,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 1,
"FP1": 1.1,
"DR1": 0.05,
"FP2": 1.2,
"DR2": 0.06,
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"22": {
"COMMON": {
"NAME": "NTM_04",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "NMT_03",
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 2,
"FP1": 0.01,
"DR1": 0.05,
"FP2": 0.02,
"DR2": 0.06,
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": true,
"FN": 0.001,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"23": {
"COMMON": {
"NAME": "NMT_05",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 1,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "CS",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 3
},
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 1,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5
}
}
}
Nonlinear Type, Direct Integration Method and Transient
"Assign": {
"25": {
"COMMON": {
"NAME": "NDT_01",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 1,
"INITMETHOD": "INIT",
"bSUBSEQ": false,
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 1
},
"DALL": 0.05,
"iNMM": 1,
"bITER": true,
"bCONV": true,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": true,
"FN": 0.001,
"bEN": true,
"EN": 0.001,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5,
"aDAMP": [
{
"iMODE": 1,
"DAMPING": 0.06
},
{
"iMODE": 2,
"DAMPING": 0.07
}
]
},
"26": {
"COMMON": {
"NAME": "NDT_02",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 1,
"bMASSP": true,
"MASSC": 1.1,
"bSTIFFP": true,
"STIFFC": 1.2,
"iNMM": 2,
"bITER": true,
"bCONV": false,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": true,
"iRKM": 1,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"27": {
"COMMON": {
"NAME": "NDT_03",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 1,
"FP1": 1.1,
"DR1": 0.05,
"FP2": 1.2,
"DR2": 0.06,
"iNMM": 1,
"bITER": true,
"bCONV": true,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": true,
"EN": 0.001,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5
},
"28": {
"COMMON": {
"NAME": "NDT_04",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 1,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 2,
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 2
},
"iCOEF": 2,
"bMASSP": true,
"bSTIFFP": true,
"iCALC": 2,
"FP1": 0.01,
"DR1": 0.05,
"FP2": 0.02,
"DR2": 0.06,
"iNMM": 3,
"GAMMA": 0.5,
"BETA": 0.25,
"bITER": true,
"bCONV": true,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"29": {
"COMMON": {
"NAME": "NDT_05",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "NDT_01",
"bKEEP": true,
"bDVA": true,
"iMDTYPE": 3
},
"iNMM": 3,
"GAMMA": 0.5,
"BETA": 0.16666666666666666,
"bITER": true,
"bCONV": true,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"30": {
"COMMON": {
"NAME": "NDT_06",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 2,
"iTHTYPE": 1,
"iGEOM": 0,
"ENDTIME": 1,
"INC": 0.01,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "CS",
"CASE": "DeadLoad",
"bKEEP": false,
"bDVA": false,
"iMDTYPE": 4
},
"iNMM": 2,
"bITER": true,
"bCONV": true,
"MINSSS": 1e-05,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": true,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
}
}
}
Nonlinear Type, Static Method
"Assign": {
"31": {
"COMMON": {
"NAME": "NS_01",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 3,
"iTHTYPE": 1,
"iGEOM": 0,
"iISTEP": 1,
"iOUT": 1,
"INITLOAD": 1,
"INITMETHOD": "INIT",
"bSUBSEQ": false
},
"iINCCTRL": 0,
"bCUMULATE": true,
"SCALE": 1,
"bITER": true,
"bCONV": true,
"iMSTEP": 10,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": true,
"FN": 0.001,
"bEN": true,
"EN": 0.001,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5
},
"32": {
"COMMON": {
"NAME": "NS_02",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 3,
"iTHTYPE": 1,
"iGEOM": 0,
"iISTEP": 1,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "ST",
"CASE": "DeadLoad"
},
"iINCCTRL": 1,
"bCUMULATE": false,
"iCTRL": 0,
"TINC": 0.1,
"bITER": true,
"bCONV": false,
"iMSTEP": 10,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": false,
"DMUPDATE": false,
"iRKM": 1,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"33": {
"COMMON": {
"NAME": "NS_03",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 3,
"iTHTYPE": 1,
"iGEOM": 0,
"iISTEP": 1,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 1
},
"iINCCTRL": 1,
"bCUMULATE": false,
"iCTRL": 1,
"TINC": 0.02,
"MNODE": 1,
"MDIR": 2,
"bITER": true,
"bCONV": true,
"iMSTEP": 10,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": true,
"FN": 0.001,
"bEN": true,
"EN": 0.001,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
},
"34": {
"COMMON": {
"NAME": "NS_04",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 3,
"iTHTYPE": 1,
"iGEOM": 1,
"iISTEP": 1,
"iOUT": 1,
"INITLOAD": 1,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 2
},
"iINCCTRL": 0,
"bCUMULATE": true,
"SCALE": 1,
"bITER": true,
"bCONV": true,
"iMSTEP": 10,
"iMAXITER": 10,
"bDN": true,
"DN": 0.001,
"bFN": false,
"bEN": true,
"EN": 0.001,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": true,
"ULSM": 5
},
"35": {
"COMMON": {
"NAME": "NS_05",
"DESC": "",
"iATYPE": 2,
"iAMETHOD": 3,
"iTHTYPE": 1,
"iGEOM": 1,
"iISTEP": 1,
"iOUT": 1,
"INITLOAD": 0,
"INITMETHOD": "ORDER",
"bSUBSEQ": true,
"SUBSEQ": 0,
"LCTYPE": "TH",
"CASE": "NS_04"
},
"iINCCTRL": 1,
"bCUMULATE": true,
"iCTRL": 0,
"TINC": 0.2,
"bITER": true,
"bCONV": true,
"iMSTEP": 10,
"iMAXITER": 10,
"bDN": false,
"bFN": true,
"FN": 0.001,
"bEN": false,
"DMUPDATE": false,
"iRKM": 0,
"dTOL": 1e-08,
"bULSM": false,
"ULSM": 5
}
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(1) |
Time History Load Case Name |
"NAME" |
String |
- |
Required |
|
(2) |
Description |
"DESC" |
String |
Blank |
Optional |
|
(3) |
Analysis Type • Linear: 1 • Nonlinear: 2 |
"iATYPE" |
Integer |
- |
Required |
|
(4) |
Analysis Method • Modal: 1 • Direct Integration: 2 • Static: 3 |
"iAMETHOD" |
Integer |
- |
Required |
|
(5) |
Time History Type • Transient: 1 ◦ Modal & Direct Integration |
"iTHTYPE" |
Integer |
- |
Required |
|
For Linear Type, Modal Method, Transient or Periodic / Nonlinear Type, Modal Method, Transient ⁷⁾ |
||||||
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(6) |
End Time |
"ENDTIME" |
Number |
- |
Required |
|
(7) |
Time Increment |
"INC" |
Number |
- |
Required |
|
(8) |
Step Number Increment For Output |
"iOUT" |
Integer |
- |
Required |
|
(9) |
Dynamic Load Type • Order in Sequential Loading ²⁾: "ORDER" |
"INITMETHOD" |
String |
- |
Required |
|
(10) |
Damping Method • Modal ³⁾: 1 • Mass & Stiffness Proportional ⁴⁾: 2 • Strain Energy Proportional: 3 |
"iMDTYPE" |
Integer |
1 |
Required |
|
For Linear Type, Direct Integration Method, Transient |
||||||
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(6) |
End Time |
"ENDTIME" |
Number |
- |
Required |
|
(7) |
Time Increment |
"INC" |
Number |
- |
Required |
|
(8) |
Step Number Increment For Output |
"iOUT" |
Integer |
- |
Required |
|
(9) |
Dynamic Load Type • Order in Sequential Loading ²⁾: "ORDER" |
"INITMETHOD" |
String |
- |
Required |
|
(10) |
Damping Method • Modal ³⁾: 1 • Mass & Stiffness Proportional ⁴⁾: 2 • Strain Energy Proportional: 3 |
"iMDTYPE" |
Integer |
1 |
Required |
|
2 |
Newmark Method Input Type • Constant Acceleration: 1 • Linear Acceleration: 2 • User Input: 3 |
"iNMM" |
Integer |
- |
Required |
|
3 |
Gamma Value • Constant Acceleration: Not Use • Linear Acceleration: Not Use • User Input: Input User Value |
"GAMMA" |
Number |
0.5 |
Optional |
|
4 |
Beta Value • Constant Acceleration: Not Use • Linear Acceleration: Not Use • User Input: Input User Value |
"BETA" |
Number |
0.25 |
Optional |
|
For Nonlinear Type, Direct Integration Method, Transient ⁷⁾ |
||||||
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(6) |
End Time |
"ENDTIME" |
Number |
- |
Required |
|
(7) |
Time Increment |
"INC" |
Number |
- |
Required |
|
(8) |
Step Number Increment For Output |
"iOUT" |
Integer |
- |
Required |
|
(9) |
Geometric Nonlinearity Type • None: 0 • Large Displacements: 1 |
"iGEOM" |
Integer |
0 |
Optional |
|
(10) |
Dynamic Load Type • Initial Load (Global Control) ¹⁾: "INIT" • Order in Sequential Loading ²⁾: "ORDER" |
"INITMETHOD" |
String |
- |
Required |
|
(11) |
Damping Method • Modal ³⁾: 1 • Mass & Stiffness Proportional ⁴⁾: 2 • Strain Energy Proportional: 3 • Element Mass & Stiffness Proportional: 4 |
"iMDTYPE" |
Integer |
- |
Required |
|
2 |
Newmark Method Input Type • Constant Acceleration: 1 • Linear Acceleration: 2 • User Input: 3 |
"iNMM" |
Integer |
- |
Required |
|
3 |
Gamma Value • Constant Acceleration: Not Use • Linear Acceleration: Not Use • User Input: Input User Value |
"GAMMA" |
Number |
0.5 |
Optional |
|
4 |
Beta Value • Constant Acceleration: Not Use • Linear Acceleration: Not Use • User Input: Input User Value |
"BETA" |
Number |
0.25 |
Optional |
|
5 |
Perform Iteration |
"bITER" |
Boolean |
true |
Optional |
|
6 |
Damping Matrix Update (depends on damping method) • Modal: Not Use • Mass & Stiffness Proportional: Use • Strain Energy Proportional: Not Use • Element Mass & Stiffness Proportional: Use |
"DMUPDATE" |
Boolean |
false |
Optional |
|
For Nonlinear Type, Static Method ⁷⁾ |
||||||
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(6) |
End Time |
"ENDTIME" |
Number |
- |
Required |
|
(7) |
Increment Steps |
"iISTEP" |
Integer |
1 |
Required |
|
(8) |
Step Number Increment For Output |
"iOUT" |
Integer |
- |
Required |
|
(9) |
Geometric Nonlinearity Type • None: 0 • Large Displacements: 1 |
"iGEOM" |
Integer |
0 |
Optional |
|
(10) |
Dynamic Load Type • Initial Load (Global Control) ¹⁾: "INIT" • Order in Sequential Loading ²⁾: "ORDER" |
"INITMETHOD" |
String |
- |
Required |
|
2 |
Cumulate Load Increment History for Output |
"bCUMULATE" |
Boolean |
False |
Optional |
|
3 |
Perform Iteration |
"bITER" |
Boolean |
true |
Optional |
|
4 |
Increment Method • Load Control ⁵⁾: 0 • Displacement Control ⁶⁾: 1 |
"iINCCTRL" |
Integer |
0 |
Optional |
¹⁾ Dynamic Load Type - Initial Load (Global Control)
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(1) |
Use Initial Load • Use Initial Load: 0 • Not use Initial Load: 1 |
"INITLOAD" |
Integer |
False |
Optional |
|
When Use Initial Load, "INITLOAD" is 0 |
||||||
(2) |
Cumulate D/V/A Results |
"bDVA" |
Boolean |
False |
Optional |
|
(3) |
Keep Final Step Loads Constant |
"bKEEP" |
Boolean |
False |
Optional |
²⁾ Dynamic Load Type - Order in Sequential Loading
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Common Setting |
"COMMON" |
Object |
- |
Required |
|
(1) |
Subsequent Option |
"bSUBSEQ" |
Boolean |
False |
Optional |
|
When "iGEOM": 0 and "bSUBSEQ": true |
||||||
(2) |
Subsequent to - Type • Load Case: 0 • Initial Element Forces(Table): 1 |
"SUBSEQ" |
Integer |
0 |
Optional |
|
When "iGEOM": 1 and "bSUBSEQ": true |
||||||
(2) |
Subsequent to - Type • Load Case: 0 • Initial Forces for Geometric Stiffness: 2 |
"SUBSEQ" |
Integer |
0 |
Optional |
|
When "bSUBSEQ": true and "SUBSEQ": 0 |
||||||
(3) |
Load Case Type • Static Load: "ST" • Construction Load: "CS" • Time History: "TH" |
"LCTYPE" |
String |
- |
Optional |
|
(4) |
Load Case Name |
"CASE" |
String |
- |
Optional |
|
When "bSUBSEQ": true, "SUBSEQ": 0 and "LCTYPE": "TH" |
||||||
(5) |
Cumulate D/V/A Results |
"bDVA" |
Boolean |
False |
Optional |
|
(6) |
Keep Final Step Loads Constant |
"bKEEP" |
Boolean |
False |
Optional1 |
³⁾ Damping Method - Modal
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
Damping Ratio For All Modes |
"DALL" |
Number |
- |
Required |
|
2 |
Modal Damping Overrides • Insert the data as an object |
"aDAMP" |
Array |
- |
Required |
|
(1) |
Mode Number |
"iMODE" |
Integer |
- |
Required |
|
(2) |
Damping Ratio |
"DAMPING" |
Number |
- |
Required |
⁴⁾ Damping Method - Mass & Stiffness Proportional
No. | Description | Key | Value Type | Default | Required |
---|---|---|---|---|---|
1 |
Mass and Stiffness Coefficients Type • Direct Specification: 1 • Calculate from Modal Damping: 2 |
"iCOEF" |
Integer |
- |
Required |
When Mass and Stiffness Coefficients Type, "iCOEF" is 1 (Direct Specification) |
|||||
2 |
Mass Proportional - Check Box |
"bMASSP" |
Boolean |
- |
Required |
3 |
Mass Proportional - Value • if "bMASSP": true |
"MASSC" |
Number |
- |
Required |
4 |
Stiffness Proportional - Check Box |
"bSTIFFP" |
Boolean |
- |
Required |
5 |
Stiffness Proportional - Value • if "bSTIFFP": true |
"STIFFC" |
Number |
- |
Required |
When Mass and Stiffness Coefficients Type, "iCOEF" is 2 (Calculate from Modal Damping) |
|||||
2 |
Coefficient Calculation Type • Frequency: 1 • Period: 2 |
"iCALC" |
Integer |
- |
Required |
3 |
Frequency / Period - Mode1 |
"FP1" |
Number |
- |
Required |
4 |
Damping Ratio - Mode1 |
"DR1" |
Number |
- |
Required |
5 |
Frequency / Period - Mode2 |
"FP2" |
Number |
- |
Required |
6 |
Damping Ratio - Mode2 |
"DR2" |
Number |
- |
Required |
⁵⁾ Increment Method - Load Control
No. | Description | Key | Value Type | Default | Required |
---|---|---|---|---|---|
1 |
Scale factor |
"SCALE" |
Number |
1 |
Required |
⁶⁾ Increment Method - Displacement Control
No. | Description | Key | Value Type | Default | Required |
---|---|---|---|---|---|
1 |
Displacement Control Option • Global Control: 0 • Master Node Control: 1 |
"iCTRL" |
Integer |
- |
Required |
2 |
Displacement • Global Control: Maximum Translational • Mater Node Control: Maximum |
"TINC" |
Number |
- |
Required |
When Displacement Control Option, "iCTRL" is 1 (Master Node Control) |
|||||
3 |
Master Node No. |
"MNODE" |
Integer |
- |
Required |
4 |
Master Direction • DX: 1 • DY: 2 • DZ: 3 |
"MDIR" |
Integer |
- |
Required |
⁷⁾ Iteration Control for Nonlinear Type
No. | Description | Key | Value Type | Default | Required |
---|---|---|---|---|---|
1 |
Maximum Iteration |
"iMAXITER" |
Integer |
- |
Required |
2 |
Displacement Norm - Check Box |
"bDN" |
Boolean |
true |
Optional |
3 |
Displacement Norm - Value • if "bDN": true |
"DN" |
Number |
0.001 |
Optional |
4 |
Force Norm - Check Box |
"bFN" |
Boolean |
false |
Optional |
5 |
Force Norm - Value • if "bFN": true |
"FN" |
Number |
0.001 |
Optional |
6 |
Use Line Search Method |
"bULSM" |
Boolean |
false |
Optional |
7 |
Number of Iteration to Start Line Search • if "bULSM": true |
"ULSM" |
Integer |
5 |
Optional |
8 |
Runge Kutta Method • Fehlberg Method: 0 • Cash-Karp Method: 1 |
"iRKM" |
Integer |
0 |
Optional |
9 |
Tolerance |
"dTOL" |
Number |
1e-08 |
Optional |
Only for Nonlinear Type, Modal Method, Transient |
|||||
10 |
Minimum Step Size |
"MINSSS" |
Number |
- |
Required |
Only for Nonlinear Type, Direct Integration Method, Transient |
|||||
10 |
Permit Convergence Failure - Check Box |
"bCONV" |
Boolean |
true |
Optional |
11 |
Minimum Step Size |
"MINSSS" |
Number |
- |
Required |
12 |
Energy Norm - Check Box |
"bEN" |
Boolean |
False |
Optional |
13 |
Energy Norm - Value • if "bEN": true |
"EN" |
Number |
0.001 |
Optional |
Only for Nonlinear Type, Static Method |
|||||
10 |
Permit Convergence Failure - Check Box |
"bCONV" |
Boolean |
true |
Optional |
11 |
Maximum Number of Sub-steps |
"iMSTEP" |
Integer |
- |
Required |
12 |
Energy Norm - Check Box |
"bEN" |
Boolean |
False |
Optional |
13 |
Energy Norm - Value • if "bEN": true |
"EN" |
Number |
0.001 |
Optional |