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JSON Manual Created Edited

Time History Load Cases

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
[Object]

-

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



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