[STCT] Construction Stage Analysis control Data

    "STCT": {
        "bLAST_FINAL": {
            "__DESC__": "Final Stage",
            "__TYPE__": "Bool"
        },
        "FINAL_STAGE": {
            "__DESC__": "Other stage name",
            "__TYPE__": "String"
        },
        "CPFC": {
            "__DESC__": "Initial / External force",
            "__TYPE__": "String"
        },
        "bEXT_REPL": {
            "__DESC__": "External force type",
            "__TYPE__": "Bool"
        },
        "bCALC_CFF": {
            "__DESC__": "Calculate concurrent forces of frame",
            "__TYPE__": "Bool"
        },
        "bCALC_CSP": {
            "__DESC__": "Calculate output of each part of composite section",
            "__TYPE__": "Bool"
        },
        "bAPPLY_IMF": {
            "__DESC__": "Apply Initial member force to C.S",
            "__TYPE__": "Bool"
        },
        "bCONV": {
            "__DESC__": "Convert final stage member forces to initial forces for Post C.S",
            "__TYPE__": "Bool"
        },
        "bTRUSS": {
            "__DESC__": "Truss - Check Box",
            "__TYPE__": "Bool"
        },
        "bBEAM": {
            "__DESC__": "Beam - Check Box",
            "__TYPE__": "Bool"
        },
        "bITD": {
            "__DESC__": "Initial tangent displacement for erected structures - Check Box",
            "__TYPE__": "Bool"
        },
        "ITD": {
            "__DESC__": "Initial tangent displacement type",
            "__TYPE__": "String"
        },
        "GROUP": {
            "__DESC__": "Structure group name",
            "__TYPE__": "String"
        },
        "bSAVE_OCS": {
            "__DESC__": "",
            "__TYPE__": "Bool"
        },
        "bLFFC": {
            "__DESC__": "Lack-of-Fit force control - Check Box",
            "__TYPE__": "Bool"
        },
        "LFFGR": {
            "__DESC__": "Structure group name",
            "__TYPE__": "String"
        },
        "bCAMBER": {
            "__DESC__": "Apply camber displacement to C.S. (if defined)",
            "__TYPE__": "Bool"
        },
        "bSELFCONS": {
            "__DESC__": "Self-constrained forces & stresses",
            "__TYPE__": "Bool"
        },
        "bCHANGE_CABLE": {
            "__DESC__": "Change cable element to equivalent truss element for Post C.S.",
            "__TYPE__": "Bool"
        },
        "iINC_NLA": {
            "__DESC__": "Analysis type",
            "__TYPE__": "Integer"
        },
        "iNLA_TYPE": {
            "__DESC__": "Independent / Accumulative stage",
            "__TYPE__": "Integer"
        },
        "bIEMF": {
            "__DESC__": "Include equilibrium element nodal forces - Check Box",
            "__TYPE__": "Bool"
        },
        "iLSTEP": {
            "__DESC__": "Number of load stpes",
            "__TYPE__": "Integer"
        },
        "iMAXITER": {
            "__DESC__": "Maximum number of iterations",
            "__TYPE__": "Integer"
        },
        "CF": {
            "__DESC__": "Convergence failure - Check Box",
            "__TYPE__": "Bool"
        },
        "BSSTEP": {
            "__DESC__": "Maximum Bi-Section level for an load step",
            "__TYPE__": "Integer"
        },
        "ADSTEP": {
            "__DESC__": "Maximum allowable diverged steps",
            "__TYPE__": "Integer"
        },
        "bENEG": {
            "__DESC__": "Energy norm - Check Box",
            "__TYPE__": "Bool"
        },
        "EV": {
            "__DESC__": "Energy norm - Value",
            "__TYPE__": "Real"
        },
        "bDISP": {
            "__DESC__": "Displacement norm - Check Box",
            "__TYPE__": "Bool"
        },
        "DV": {
            "__DESC__": "Displacement norm - Value",
            "__TYPE__": "Real"
        },
        "bFORC": {
            "__DESC__": "Force norm - Check Box",
            "__TYPE__": "Bool"
        },
        "FV": {
            "__DESC__": "Force norm - Value",
            "__TYPE__": "Real"
        },
        "bINC_PDL": {
            "__DESC__": "Include P-delta effect - Check Box",
            "__TYPE__": "Bool"
        },
        "iITER": {
            "__DESC__": "Number of iterations",
            "__TYPE__": "Integer"
        },
        "TOL": {
            "__DESC__": "Convergence tolerance",
            "__TYPE__": "Real"
        },
        "bINC_TDE": {
            "__DESC__": "Include time dependent effect",
            "__TYPE__": "Bool"
        },
        "bCNS": {
            "__DESC__": "Creep & Shrinkage check box",
            "__TYPE__": "Bool"
        },
        "TYPE": {
            "__DESC__": "CR & SH - Type",
            "__TYPE__": "String"
        },
        "iITER_CR": {
            "__DESC__": "Number of Creep Iteration",
            "__TYPE__": "Integer"
        },
        "TOL_CR": {
            "__DESC__": "Tolerance",
            "__TYPE__": "Real"
        },
        "bTTLE_CS": {
            "__DESC__": "Tendon tension loss effect",
            "__TYPE__": "Bool"
        },
        "bRCE": {
            "__DESC__": "Consider Re-bar confinement effect",
            "__TYPE__": "Bool"
        },
        "bVAR": {
            "__DESC__": "Variation of comp. Strength",
            "__TYPE__": "Bool"
        },
        "bTTLE_ES": {
            "__DESC__": "Tendon tension loss effect (Elastic shortening)",
            "__TYPE__": "Bool"
        },
        "iTTLE_ES": {
            "__DESC__": "Tendon tension loss effect - Type",
            "__TYPE__": "Integer"
        },
        "bAPPLY_ELA": {
            "__DESC__": "Apply time dependent effect elastic modulus to Post C.S",
            "__TYPE__": "Bool"
        },
        "bOUCC": {
            "__DESC__": "Only User’s creep coefficient",
            "__TYPE__": "Bool"
        },
        "bITS": {
            "__DESC__": "Internal time step for creep check box",
            "__TYPE__": "Bool"
        },
        "iITS": {
            "__DESC__": "Internal time step for creep - Value",
            "__TYPE__": "Integer"
        },
        "bATS": {
            "__DESC__": "Auto time step generation for large time gap",
            "__TYPE__": "Bool"
        },
        "iT10": {
            "__DESC__": "Time Gap : T >10",
            "__TYPE__": "Integer"
        },
        "iT100": {
            "__DESC__": "Time Gap : T >100",
            "__TYPE__": "Integer"
        },
        "iT1K": {
            "__DESC__": "Time Gap : T >1000",
            "__TYPE__": "Integer"
        },
        "iT5K": {
            "__DESC__": "Time Gap : T >5000",
            "__TYPE__": "Integer"
        },
        "iT10K": {
            "__DESC__": "Time Gap : T >10000",
            "__TYPE__": "Integer"
        },
        "bSD": {
            "__DESC__": "Consider stress decrease at Transfer Length Zone by Post-tension - Check Box",
            "__TYPE__": "Bool"
        },
        "iSDOPT": {
            "__DESC__": "Stress decrease method - Linear / Constant",
            "__TYPE__": "Integer"
        },
        "SDCONST": {
            "__DESC__": "Constant - ratio value",
            "__TYPE__": "Real"
        },
        "iBSC": {
            "__DESC__": "Constant / Change with tendon",
            "__TYPE__": "Integer"
        },
        "vEREC": {
            "__DESC__": "",
            "__TYPE__": [
                {
                    "LTYPECC": {
                        "__DESC__": "Erection load case name",
                        "__TYPE__": "String"
                    },
                    "EREC": {
                        "__DESC__": "Load type for C.S",
                        "__TYPE__": "String"
                    },
                    "vLCNAME": {
                        "__DESC__": "Load Case Name List",
                        "__TYPE__": [
                            "String"
                        ]
                    }
                }
            ]
        }
    }

Introduce Input Data Symbols

API - Value Type		Input Data

API - Value Type	Input Data
Integer	🔴	Essential
String	❌	Unnecessary
Boolean	🔺	Optional
Real

The required Input Data for defining Construction Stage Analysis Control Data

NO.	Name	API - Key	API - Value Type	Defalut	Required	Condition

NO.	Name	API - Key	Defalut	Required	Condition
1	Erection Load for Contruction Stage	"vEREC"		🔺
2	Erection load case name	"LTYPECC"		🔺
3	Load type for C.S	"EREC"		🔺
4	Load Case Name List	"vLCNAME"		🔺
	Final Stage
5	Final Stage Last = true Other Stage = false	"bLAST_FINAL"		🔴
6	Other stage name	"FINAL_STAGE"		🔺	"bLAST_FINAL" : fasle
	Analysis Option
7	Analysis type Linear = 0 Nonlinear = 1 Material Nonlinear = 2	"iINC_NLA"		🔴
8	Independent / Accumulative stage Independent = 0 Accumulative = 1	"iNLA_TYPE"		🔴
9	Include equilibrium element nodal forces	"bIEMF"		🔺	"iINC_NLA" : 1 ,"iNLA_TYPE" : 0
	Nonlinear Analysis Control
10	Number of load stpes	"iLSTEP"		🔴	"iNLA_TYPE" : 0
11	Maximum number of iterations	"iMAXITER"		🔴
12	Energy norm	"bENEG"	FALSE	🔺	One of the convergence criteria should be "on"
13	Energy norm - Value	"EV"	0	🔺	"bENEG" : true
14	Displacement norm	"bDISP"	FALSE	🔺
15	Displacement norm - Value	"DV"	0	🔺	"bDISP" : true
16	Force norm	"bFORC"	FALSE	🔺
17	Force norm - Value	"FV"	0	🔺	"bFORC" : true
	Matl. Nonlinear Analysis Control
18	Convergence failure	"CF"	FALSE	🔺	"iINC_NLA" : 2
19	Maximum Bi-Section level for an load step	"BSSTEP"	0	🔺	"CF" : true
20	Maximum allowable diverged steps	"ADSTEP"	0	🔺	"CF" : true
	P-Delta Analysis Control
21	Include P-delta effect	"bINC_PDL"	FALSE	🔺	"iINC_NLA" : Linear
22	Number of iterations	"iITER"		🔺	"bINC_PDL" : true
23	Convergence tolerance	"TOL"		🔺	"bINC_PDL" : true
	Time Dependent Effect Control
24	Include time dependent effect	"bINC_TDE"	FALSE	🔺	"iINC_NLA" : Linear or 2, "iNLA_TYPE" : 1
25	Creep & Shrinkage check box	"bCNS"	FALSE	🔺	"bINC_TDE" : true
26	CR & SH - Type "CREEP", "SHRINK", "BOTH"	"TYPE"		🔺	"bCNS" : true : 🔴
27	Tendon tension loss effect	"bTTLE_CS"	FALSE	🔺
28	Consider Re-bar confinement effect	"bRCE"	FALSE	🔺
29	Variation of comp. Strength	"bVAR"	FALSE	🔺	"bVAR" : true
30	Apply time dependent effect elastic modulus to Post C.S	"bAPPLY_ELA"	FALSE	🔺
31	Tendon tension loss effect (Elastic shortening)	"bTTLE_ES"	FALSE	🔺
32	Tendon tension loss effect - Type change with variation of tendon force = 0 constant = 1	"iTTLE_ES"	0	🔺
	Creep ("TYPE" : "CREEP" or “BOTH”)
33	Number of Creep Iteration	"iITER_CR"	0	🔺
34	Tolerance	"TOL_CR"	0	🔺
35	Only User’s creep coefficient	"bOUCC"	FALSE	🔺
36	Internal time step for creep check box	"bITS"	FALSE	🔺
37	Internal time step for creep - Value	"iITS"		🔺	"bITS" : true
38	Auto time step generation for large time gap	"bATS"	FALSE	🔺
39	Time Gap : T >10	"iT10"		🔺	"bATS" : true