"THIS": {
"COMMON": {
"__DESC__": "Common Data",
"__TYPE__": {
"NAME": {
"__DESC__": "Time History Load Case Name",
"__TYPE__": "String"
},
"DESC": {
"__DESC__": "Description",
"__TYPE__": "String"
},
"iATYPE": {
"__DESC__": "Anlysis Type",
"__TYPE__": "Integer"
},
"iAMETHOD": {
"__DESC__": "Analysis Method",
"__TYPE__": "Integer"
},
"iTHTYPE": {
"__DESC__": "Time History Type",
"__TYPE__": "Integer"
},
"iGEOM": {
"__DESC__": "Geometric Nonlinearity Type (Nonlinear - Anlysis Type)",
"__TYPE__": "Integer"
},
"iISTEP": {
"__DESC__": "Increment Steps (Static - Analysis Method)",
"__TYPE__": "Integer"
},
"ENDTIME": {
"__DESC__": "End Time",
"__TYPE__": "Real"
},
"INC": {
"__DESC__": "Time Increment",
"__TYPE__": "Real"
},
"iOUT": {
"__DESC__": "Step Number Increment For Output",
"__TYPE__": "Integer"
},
"INITLOAD": {
"__DESC__": "Use initial load",
"__TYPE__": "Integer"
},
"INITMETHOD": {
"__DESC__": "Dynamic Load Type",
"__TYPE__": "String"
},
"bSUBSEQ": {
"__DESC__": "Subsequent to - Check Box",
"__TYPE__": "Bool"
},
"SUBSEQ": {
"__DESC__": "Subsequent to - Type",
"__TYPE__": "Integer"
},
"LCTYPE": {
"__DESC__": "Load Case Type",
"__TYPE__": "String"
},
"CASE": {
"__DESC__": "Load Case Name",
"__TYPE__": "String"
},
"bKEEP": {
"__DESC__": "Keep Final Step Loads Constant",
"__TYPE__": "Bool"
},
"bDVA": {
"__DESC__": "Cumulate D/V/A Results",
"__TYPE__": "Bool"
},
"iMDTYPE": {
"__DESC__": "Damping Method",
"__TYPE__": "Integer"
}
}
},
"iINCCTRL": {
"__DESC__": "Increment method",
"__TYPE__": "Integer"
},
"bCUMULATE": {
"__DESC__": "Cumulate load increment history for output",
"__TYPE__": "Bool"
},
"SCALE": {
"__DESC__": "Control Option - Scale factor",
"__TYPE__": "Integer"
},
"iCTRL": {
"__DESC__": "Displacement control option",
"__TYPE__": "Integer"
},
"TINC": {
"__DESC__": "Maximum displacement",
"__TYPE__": "Integer"
},
"MNODE": {
"__DESC__": "Master node",
"__TYPE__": "Integer"
},
"MDIR": {
"__DESC__": "Master direction",
"__TYPE__": "Integer"
},
"DALL": {
"__DESC__": "Damping Ratio For All Modes",
"__TYPE__": "Real"
},
"iCOEF": {
"__DESC__": "Mass And Stiffness Coefficients Type",
"__TYPE__": "Integer"
},
"bMASSP": {
"__DESC__": "Mass Proportional - Check Box",
"__TYPE__": "Bool"
},
"MASSC": {
"__DESC__": "Mass Proportional - Value",
"__TYPE__": "Real"
},
"bSTIFFP": {
"__DESC__": "Stiffness Proportional - Check Box",
"__TYPE__": "Bool"
},
"STIFFC": {
"__DESC__": "Stiffness Proportional - Value",
"__TYPE__": "Real"
},
"iCALC": {
"__DESC__": "Coefficient Calculation Type, Frequency ), 1, Period ), 2",
"__TYPE__": "Integer"
},
"FP1": {
"__DESC__": "Frequency / Period - Mode1",
"__TYPE__": "Integer"
},
"DR1": {
"__DESC__": "Dampng Ratio - Mode1",
"__TYPE__": "Integer"
},
"FP2": {
"__DESC__": "Frequency / Period - Mode2",
"__TYPE__": "Integer"
},
"DR2": {
"__DESC__": "Dampng Ratio - Mode2",
"__TYPE__": "Integer"
},
"iNMM": {
"__DESC__": "Newmark Method Input Type",
"__TYPE__": "Integer"
},
"GAMMA": {
"__DESC__": "Gamma Value",
"__TYPE__": "Integer"
},
"BETA": {
"__DESC__": "Beta Value",
"__TYPE__": "Integer"
},
"bITER": {
"__DESC__": "Perform iteration - Check Box",
"__TYPE__": "Bool"
},
"bCONV": {
"__DESC__": "Permit convergence failure - Check Box",
"__TYPE__": "Bool"
},
"MINSSS": {
"__DESC__": "Minimum step size",
"__TYPE__": "Real"
},
"iMSTEP": {
"__DESC__": "Minimum step size",
"__TYPE__": "Integer"
},
"iMAXITER": {
"__DESC__": "Maximum iteration",
"__TYPE__": "Integer"
},
"bDN": {
"__DESC__": "Displacement norm - Check Box",
"__TYPE__": "Bool"
},
"DN": {
"__DESC__": "Displacement norm - value",
"__TYPE__": "Real"
},
"bFN": {
"__DESC__": "Force norm - Check Box",
"__TYPE__": "Bool"
},
"FN": {
"__DESC__": "Force norm - value",
"__TYPE__": "Real"
},
"bEN": {
"__DESC__": "Energy norm - Check Box",
"__TYPE__": "Bool"
},
"EN": {
"__DESC__": "Energy norm - value",
"__TYPE__": "Real"
},
"DMUPDATE": {
"__DESC__": "Damping matrix update",
"__TYPE__": "Bool"
},
"iRKM": {
"__DESC__": "Runge kutta method",
"__TYPE__": "Integer"
},
"dTOL": {
"__DESC__": "Tolerance",
"__TYPE__": "Real"
},
"bULSM": {
"__DESC__": "Use line search method",
"__TYPE__": "Bool"
},
"ULSM": {
"__DESC__": "Number of iteration to start line search",
"__TYPE__": "Integer"
},
"aDAMP": {
"__DESC__": "Mode ID, Damping List",
"__TYPE__": [
{
"iMODE": {
"__DESC__": "Modal damping overrides - Mode",
"__TYPE__": "Integer"
},
"DAMPING": {
"__DESC__": "Modal damping overrides - Damping ratio",
"__TYPE__": "Integer"
}
}
]
}
}
