Input URI
{base url} + db/SPFC |
---|
Active Methods
POST, GET, PUT, DELETE |
---|
JSON Schema
Details
"SPFC": {
"$schema": "http://json-schema.org/draft-07/schema#",
"type": "object",
"properties": {
"NAME": {
"description": "RS Functio Name",
"type": "string"
},
"iTYPE": {
"description": "Spectral Data Type",
"type": "integer"
},
"iMETHOD": {
"description": "Scaling Method",
"type": "integer"
},
"SCALE": {
"description": "Scale Factor or Maximum Value",
"type": "number"
},
"GRAV": {
"description": "Gravity",
"type": "number"
},
"DRATIO": {
"description": "Damping Ratio",
"type": "number"
},
"DESC": {
"description": "Description",
"type": "string"
},
"STR": {
"description": "String Data By Code",
"type": "object",
"properties": {
"SPEC_CODE": {
"description": "Design Spectrum Type",
"type": "string"
},
"SFI": {
"description": "Seismic Fortification",
"type": "string"
},
"SC_": {
"description": "Site Class or Seismic Criterion",
"type": "string"
},
"EQ_": {
"description": "Earth Response",
"type": "string"
},
"DIV": {
"description": "Division",
"type": "string"
},
"BT": {
"description": "Bridge Type",
"type": "string"
},
"ZM": {
"description": "ZoningMap",
"type": "string"
},
"ST": {
"description": "Site Type",
"type": "string"
},
"SI": {
"description": "Seismic Intensity",
"type": "string"
},
"SPECTYPE": {
"description": "Spectrum Type",
"type": "string"
},
"GROUTYPE": {
"description": "Ground Type",
"type": "string"
},
"PARATYPE": {
"description": "Parameter Type",
"type": "string"
},
"RESIONTYPE": {
"description": "Resion Type",
"type": "string"
},
"NATIONALANNEX": {
"description": "National Annex",
"type": "string"
},
"REGION": {
"description": "Region",
"type": "string"
},
"METHOD": {
"description": "Method",
"type": "string"
}
}
},
"OPT": {
"description": "Type or Option Data By Code",
"type": "object",
"properties": {
"NSC": {
"description": "Seismic Design Category",
"type": "integer"
},
"nLForce": {
"description": "nLForce",
"type": "integer"
},
"LARGEBRIDEGE": {
"description": "Large Bridege",
"type": "boolean"
},
"bVACC": {
"description": "Vertical Acceleration Spec",
"type": "boolean"
},
"iVACC": {
"description": "Vertical Acceleration Spec Type",
"type": "integer"
},
"bE2_005": {
"description": "Think E2 0.05",
"type": "boolean"
},
"SCCOPT": {
"description": "Seismic Coefficients Calculation Option",
"type": "integer"
},
"iSPTYPE": {
"description": "Soil Profile Type",
"type": "integer"
},
"iSEISZONEFACTOR": {
"description": "Seismic Zone Factor(Z)",
"type": "integer"
},
"iSEISSOURCETYPE": {
"description": "Seismic Source Type",
"type": "integer"
},
"SOILCLASS": {
"description": "Soil class",
"type": "integer"
},
"KD": {
"description": "Ductility class",
"type": "integer"
},
"KR": {
"description": "Structural Regularity in Elevation(Kr)",
"type": "integer"
},
"SC_": {
"description": "Site Class",
"type": "integer"
},
"SFI": {
"description": "Seismic Fortification Intensity",
"type": "integer"
},
"ZA": {
"description": "Acceleration Zone(Za)",
"type": "integer"
},
"ZV": {
"description": "Velocity Zone(Zv)",
"type": "integer"
},
"iSEISZONE": {
"description": "Seismic Zone",
"type": "integer"
},
"iEQMETHOD": {
"description": "Earthquake Input Method",
"type": "integer"
},
"bRELIEVE": {
"description": "Relieve",
"type": "boolean"
},
"iSPECTYPE": {
"description": "Spectrum Type",
"type": "integer"
},
"iSPECUSE": {
"description": "Spectrum Use Type",
"type": "integer"
},
"iSUBZONE": {
"description": "Sub Zone",
"type": "integer"
},
"iGROUTYPE": {
"description": "Ground Type",
"type": "integer"
},
"IMPORTANT_BRIDGE": {
"description": "Important bridge",
"type": "boolean"
},
"RESION_SEISMICITY": {
"description": "Region Seismicity",
"type": "integer"
},
"SOIL_CATEGORY": {
"description": "Soil Category",
"type": "integer"
},
"BYCODE": {
"description": "By code",
"type": "boolean"
},
"RISK_CATEGORY": {
"description": "Risk Category",
"type": "integer"
}
}
},
"VAL": {
"description": "Factor or Value Data By Code",
"type": "object",
"properties": {
"aTG": {
"description": "Design Characteristic Period of Ground Motion (TG, TG1, TG2)",
"type": "array",
"items": {
"type": "number",
"maxItems": 3
}
},
"aIF": {
"description": "Importance Factor (Ci, Cs, Cd)",
"type": "array",
"items": {
"type": "number",
"maxItems": 3
}
},
"aSRA": {
"description": "Spectral Response Acceleration (Sds, Sd1, Sms, Sm1)",
"type": "array",
"items": {
"type": "number",
"maxItems": 4
}
},
"aSRA_T": {
"description": "Spectral Response Acceleration (Sds_t, Sd1_t, Sms_t, Sm1_t)",
"type": "array",
"items": {
"type": "number",
"maxItems": 4
}
},
"aNSF": {
"description": "Near Source Factor (Nda, Ndv, Nma, Nmv)",
"type": "array",
"items": {
"type": "number",
"maxItems": 4
}
},
"aSC": {
"description": "Seismic Coefficient (Ca, Cv)",
"type": "array",
"items": {
"type": "number",
"maxItems": 2
}
},
"aMSRACC": {
"description": "Mapped Spectral Response Acceleration at Short Periods (Ss, S1)",
"type": "array",
"items": {
"type": "number",
"maxItems": 2
}
},
"aSMF": {
"description": "Site Magnify Factor (Fda, Fdv, Fma, Fmv)",
"type": "array",
"items": {
"type": "number",
"maxItems": 4
}
},
"aSCP": {
"description": "Site Coeff. at Short/1sec Period (Fa, Fv)",
"type": "array",
"items": {
"type": "number",
"maxItems": 2
}
},
"aEP": {
"description": "Effective Peak Acc/Vel (Aa, Av)",
"type": "array",
"items": {
"type": "number",
"maxItems": 2
}
},
"DP": {
"description": "Damping Ratio",
"type": "number"
},
"MaxEQ": {
"description": "Maximum Effect Coefficient",
"type": "number"
},
"G": {
"description": "Basic horizontal seismic acceleration alpha(g)",
"type": "number"
},
"EPA": {
"description": "Earthquake Area",
"type": "number"
},
"SMAX": {
"description": "",
"type": "number"
},
"PERIOD": {
"description": "Max Period",
"type": "number"
},
"DP2": {
"description": "Damping Ratio (By Code)",
"type": "number"
},
"ETA1": {
"description": "Eta1",
"type": "number"
},
"ETA2": {
"description": "Eta2",
"type": "number"
},
"GAMMA": {
"description": "Gamma",
"type": "number"
},
"A": {
"description": "Area",
"type": "number"
},
"SOILFACTOR": {
"description": "Soil Factor",
"type": "number"
},
"TB": {
"description": "Tb",
"type": "number"
},
"TC": {
"description": "Tc",
"type": "number"
},
"TD": {
"description": "Td",
"type": "number"
},
"AGR": {
"description": "Design Ground Acc. (Agr)",
"type": "number"
},
"I_": {
"description": "Importance Factor(I)",
"type": "number"
},
"XI": {
"description": "Viscous Damping Ratio(Xi)",
"type": "number"
},
"Q": {
"description": "Behavior Factor(q)",
"type": "number"
},
"B": {
"description": "Lower Bound Factor(h)",
"type": "number"
},
"TS": {
"description": "Site Natural Period",
"type": "number"
},
"SPTYPE": {
"description": "Soil Profile Type",
"type": "number"
},
"IE": {
"description": "Importance Factor (Ie)",
"type": "number"
},
"R_": {
"description": "Response Modification Coef. (R)",
"type": "number"
},
"CDISTANCE": {
"description": "Closest Distance to Known Seismic Source(km)",
"type": "number"
},
"Q0": {
"description": "Basic Behavior Factor(Q0)",
"type": "number"
},
"KW": {
"description": "Failure Mode Factor (Kw)",
"type": "number"
},
"ALPHA": {
"description": "Ratio of design ground acceleration to gravity acceleration",
"type": "number"
},
"CO": {
"description": "Base Shear Factor(Co)",
"type": "number"
},
"KH": {
"description": "Horizontal Seismic Coef.(Kh)",
"type": "number"
},
"CZ": {
"description": "General Effect Factor(Cz)",
"type": "number"
},
"V": {
"description": "Zonal Velocity Ratio(V)",
"type": "number"
},
"AG": {
"description": "Design Ground Acceleration(g)",
"type": "number"
},
"DPFAC": {
"description": "Damping Multiplying Factor",
"type": "number"
},
"IF": {
"description": "Importance Factor",
"type": "number"
},
"SMFACTOR": {
"description": "Seismic Magnify Factor",
"type": "number"
},
"RMFACTOR": {
"description": "Response Modify Factor",
"type": "number"
},
"ZONEFACTOR": {
"description": "Zone Factor (S)",
"type": "number"
},
"TL": {
"description": "Long Tran. Period(TL)",
"type": "number"
},
"PGA": {
"description": "PGA",
"type": "number"
},
"PHI": {
"description": "Phi",
"type": "number"
},
"DEPTH": {
"description": "Depth to MR",
"type": "number"
},
"FO": {
"description": "Amplification Factor (Fo)",
"type": "number"
},
"TCSTAR": {
"description": "Period of constant Hor. Acc. (Tc*)",
"type": "number"
},
"KP": {
"description": "kp",
"type": "number"
},
"Z": {
"description": "Z",
"type": "number"
},
"MU": {
"description": "Mu",
"type": "number"
},
"USERDEFSEISZONE": {
"description": "User Defined Seismic Zone",
"type": "number"
},
"FUNDAMENTAL_PERIOD": {
"description": "Fundamental Period (T1)",
"type": "number"
},
"K1": {
"description": "K1 Factor",
"type": "number"
},
"K2": {
"description": "K2 Factor",
"type": "number"
},
"K3": {
"description": "K3 Factor",
"type": "number"
},
"K4": {
"description": "K4 Factor",
"type": "number"
},
"KPSI": {
"description": "KPsi Factor",
"type": "number"
}
}
},
"aFUNC": {
"description": "Function Data List",
"type": "array",
"items": {
"type": "object",
"properties": {
"PERIOD": {
"description": "Period",
"type": "number"
},
"VALUE": {
"description": "Value",
"type": "number"
}
}
}
}
}
}
}
Examples
Taiwan(2022)
"Assign": {
"1": {
"NAME": "Taiwan(2022)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "TAIWAN(2022) : NearFault, Small-Medium, SoilType1, I=1.00, ay=1.00, R=1.60, Ss=0.50, S1=0.30, T1=0.09s",
"STR": {
"SPEC_CODE": "TAIWAN(2022)"
},
"OPT": {
"SOILCLASS": 0,
"iSEISZONE": 1,
"iSPECTYPE": 0,
"iSPECUSE": 1,
"iSUBZONE": 0
},
"VAL": {
"aSRA": [
0.5,
0.3,
0.7,
0.4
],
"aSRA_T": [
0.6,
0.8,
1.6,
1.6
],
"aNSF": [
0.8,
0.45,
1,
0.55
],
"aSMF": [
1,
1,
1,
1
],
"DP": 5,
"PERIOD": 6,
"IF": 1,
"SMFACTOR": 1,
"RMFACTOR": 1.6,
"FUNDAMENTAL_PERIOD": 0.085
},
"CALC_OPT": true
}
}
}
Taiwan(2006)
"Assign": {
"1": {
"NAME": "Taiwan(2006)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "TAIWAN(2006) : General Zone, VM, Soil Type=Type 2, I=1.00, ay=1.00, R=1.60, Ss=0.70, S1=0.40",
"STR": {
"SPEC_CODE": "TAIWAN06"
},
"OPT": {
"SOILCLASS": 1,
"iSEISZONE": 0,
"iSPECTYPE": 0,
"iSPECUSE": 2,
"iSUBZONE": 0
},
"VAL": {
"aSRA": [
0.5,
0.3,
0.7,
0.4
],
"aSRA_T": [
0.6,
0.8,
1.6,
1.6
],
"aNSF": [
1,
1,
1,
1
],
"aSMF": [
1.1,
1.5,
1,
1.3
],
"DP": 5,
"PERIOD": 6,
"IF": 1,
"SMFACTOR": 1,
"RMFACTOR": 1.6
},
"CALC_OPT": true
}
}
}
Taiwan(1999) Horizontal
"Assign": {
"1": {
"NAME": "Taiwan(1999)H",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "Taiwan(1999)H: Z=I(0.33g), S=III(Soft), I=1.00, A=1.50, R=1.60, Damp=0.05",
"STR": {
"SPEC_CODE": "TAIWAN99H"
},
"OPT": {
"SOILCLASS": 2,
"iSEISZONE": 0
},
"VAL": {
"DP": 0.05,
"PERIOD": 6,
"IE": 1,
"R_": 1.6,
"ALPHA": 1.5
},
"CALC_OPT": true
}
}
}
Taiwan(1999) Vertical
"Assign": {
"1": {
"NAME": "Taiwan(1999)V",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "Taiwan(1999)V: Z=I(0.22g), S=II(Medium), I=1.00,A=1.20, R=1.60, Damp=0.05",
"STR": {
"SPEC_CODE": "TAIWAN99V"
},
"OPT": {
"SOILCLASS": 1,
"iSEISZONE": 0
},
"VAL": {
"DP": 0.05,
"PERIOD": 6,
"IE": 1,
"R_": 1.6,
"ALPHA": 1.2
},
"CALC_OPT": true
}
}
}
TaiwanBrg(98)
"Assign": {
"1": {
"NAME": "TaiwanBrg(98)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "TAIWANBRG(98) : Taipei Basin II, VS, I=1.00, ay=1.65, R=1.60",
"STR": {
"SPEC_CODE": "TAIWAN(2011)"
},
"OPT": {
"SOILCLASS": 0,
"iSEISZONE": 2,
"iSPECTYPE": 0,
"iSPECUSE": 1,
"iSUBZONE": 1
},
"VAL": {
"aSRA": [
0.5,
0.3,
0.7,
0.4
],
"aSRA_T": [
0.6,
0.8,
1.3,
1.6
],
"aNSF": [
1,
1,
1,
1
],
"aSMF": [
1,
1,
1,
1
],
"DP": 5,
"PERIOD": 6,
"IF": 1,
"SMFACTOR": 1.65,
"RMFACTOR": 1.6
},
"CALC_OPT": true
}
}
}
TaiwanBrg(89) Horizontal
"Assign": {
"1": {
"NAME": "TaiwanBrg(89)H",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "TaiwanBrg(89)H: Z=I(0.33g), S=I(Stiff), I=1.00, A=1.65, R=2.00, Damp=0.05",
"STR": {
"SPEC_CODE": "TAIWAN89H_BRG"
},
"OPT": {
"SOILCLASS": 0,
"iSEISZONE": 0
},
"VAL": {
"DP": 0.05,
"PERIOD": 6,
"IE": 1,
"R_": 2,
"ALPHA": 1.65
},
"CALC_OPT": true
}
}
}
TaiwanBrg(89) Vertical
"Assign": {
"1": {
"NAME": "TaiwanBrg(89)V",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "TaiwanBrg(89)V: Z=I(0.22g), S=II(Medium), I=1.00, A=1.70, R=2.00,Damp=0.05",
"STR": {
"SPEC_CODE": "TAIWAN89V_BRG"
},
"OPT": {
"SOILCLASS": 1,
"iSEISZONE": 0
},
"VAL": {
"DP": 0.05,
"PERIOD": 6,
"IE": 1,
"R_": 2,
"ALPHA": 1.7
},
"CALC_OPT": true
}
}
}
Specifications
No. | Description | Key | Value Type | Default | Required | |
---|---|---|---|---|---|---|
1 |
RS Function Name |
"NAME" |
String |
- |
Required |
|
2 |
Spectral Data Type • Normalized Accel.: 1 • Acceleration: 2 • Velocity: 3 • Displacement: 4 |
"iTYPE" |
Integer |
- |
Required |
|
3 |
Scaling Method • Scale Factor: 0 • Maximum Value: 1 |
"iMETHOD" |
Integer |
0 |
Optional |
|
4 |
Scaling Value |
"SCALE" |
Number |
- |
Required |
|
5 |
Gravity • Only for Normalized Accel. |
"GRAV" |
Number |
- |
Required |
|
6 |
Damping Ratio |
"DRATIO" |
Number |
0 |
Optional |
|
7 |
Description |
"DESC" |
String |
Blank |
Optional |
|
Taiwan(2022) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN(2022)" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • Type 1: 0 • Type 2: 1 • Type 3: 2 • User Input: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • General Zone: 0 • Near Fault Zone: 1 • Taipei Basin: 2 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
(3) |
Spectrum Type • Horizontal Design Spectrum: 0 • Vertical Design Spectrum: 1 |
"iSPECTYPE" |
Integer |
0 |
Optional |
|
(4) |
Spectrum Used • Design Spectrum: 0 • Small-Medium Spectrum: 1 • Maximum Spectrum: 2 |
"iSPECUSE" |
Integer |
0 |
Optional |
|
(5) |
Sub Zone • When Seismic Zone Factor is Taipei Basin • Taipei Basin I: 0 • Taipei Basin II: 1 • Taipei Basin III: 2 • Taipei Basin IV: 3 • User Input: 4 |
"iSUBZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Horizontal Spectral Acceleration • When Seismic Zone Factor is General Zone, Near Fault Zone • [Sds, Sd1, Sms, Sm1] |
"aSRA" |
Array |
- |
Required |
|
(2) |
Spectral Response Acceleration • When Seismic Zone Factor is Taipei Basin • [Sds_t, Sd1_t, Sms_t, Sm1_t] |
"aSRA_T" |
Array |
- |
Required |
|
(3) |
Near Fault Seismic Effect • When Seismic Zone Factor is Near Fault Zone • [Nda, Ndv, Nma, Nmv] |
"aNSF" |
Array |
- |
Required |
|
(4) |
Site Magnify Factor • When Seismic Zone Factor is General Zone, Near Fault Zone • [Fda, Fdv, Fma, Fmv] |
"aSMF" |
Array |
- |
Required |
|
(5) |
Damping Ratio(%) |
"DP" |
Number |
- |
Required |
|
(6) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(7) |
Importance Factor(I) ¹⁾ • Preset Value: 1.00, 1.25, 1.50 |
"IF" |
Number |
- |
Required |
|
(8) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.0, 1.2, 1.5 |
"SMFACTOR" |
Number |
- |
Required |
|
(9) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 1.6, 2.4, 2.8, 3.2, 3.6, 4.0, 4.4, 4.8 |
"RMFACTOR" |
Number |
- |
Required |
|
(10) |
Fundamental Period(T1) |
"FUNDAMENTAL_PERIOD" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Taiwan(2006) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN06" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • When Seismic Zone Factor is General Zone, Near Fault Zone • Type 1: 0 • Type 2: 1 • Type 3: 2 • User Input: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • General Zone: 0 • Near Fault Zone: 1 • Taipei Basin: 2 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
(3) |
Spectrum Type • Horizontal Design Spectrum: 0 • Vertical Design Spectrum: 1 |
"iSPECTYPE" |
Integer |
0 |
Optional |
|
(4) |
Spectrum Used • Design Spectrum: 0 • Small-Medium Spectrum: 1 • Maximum Spectrum: 2 |
"iSPECUSE" |
Integer |
0 |
Optional |
|
(5) |
Sub Zone • When Seismic Zone Factor is Taipei Basin • Taipei Basin I: 0 • Taipei Basin II: 1 • Taipei Basin III: 2 • Taipei Basin IV: 3 • User Input: 4 |
"iSUBZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Horizontal Spectral Acceleration • When Seismic Zone Factor is General Zone, Near Fault Zone • [Sds, Sd1, Sms, Sm1] |
"aSRA" |
Array |
- |
Required |
|
(2) |
Spectral Response Acceleration • When Seismic Zone Factor is Taipei Basin • [Sds_t, Sd1_t, Sms_t, Sm1_t] |
"aSRA_T" |
Array |
- |
Required |
|
(3) |
Near Fault Seismic Effect • When Seismic Zone Factor is Near Fault Zone • [Nda, Ndv, Nma, Nmv] |
"aNSF" |
Array |
- |
Required |
|
(4) |
Site Magnify Factor • When Seismic Zone Factor is General Zone, Near Fault Zone • [Fda, Fdv, Fma, Fmv] |
"aSMF" |
Array |
- |
Required |
|
(5) |
Damping Ratio(%) |
"DP" |
Number |
- |
Required |
|
(6) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(7) |
Importance Factor(I) ¹⁾ • Preset Value: 1.00, 1.25, 1.50 |
"IF" |
Number |
- |
Required |
|
(8) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.0, 1.2, 1.5 |
"SMFACTOR" |
Number |
- |
Required |
|
(9) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 1.6, 2.4, 2.8, 3.2, 3.6, 4.0, 4.4, 4.8 |
"RMFACTOR" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Taiwan(1999) Horizontal |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN99H" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • I(Stiff Soil): 0 • II(Medium Soil): 1 • III(Soft Soil): 2 • Taipei Basin: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • I(0.33g): 0 • II(0.23g): 1 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Damping Ratio |
"DP" |
Number |
- |
Required |
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(3) |
Importance Factor(I) ¹⁾ • Preset Value: 1.00, 1.25, 1.50 |
"IE" |
Number |
- |
Required |
|
(4) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 1.6, 2.4, 2.8, 3.2, 3.6, 4.0, 4.4, 4.8 |
"R_" |
Number |
- |
Required |
|
(5) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.2, 1.5 |
"ALPHA" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Taiwan(1999) Vertical |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN99V" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • I(Stiff Soil): 0 • II(Medium Soil): 1 • III(Soft Soil): 2 • Taipei Basin: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • I(0.33g)x(2/3): 0 • II(0.23g)x(1/3): 1 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Damping Ratio |
"DP" |
Number |
- |
Required |
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(3) |
Importance Factor(I) ¹⁾ • Preset Value: 1.00, 1.25, 1.50 |
"IE" |
Number |
- |
Required |
|
(4) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 1.6, 2.4, 2.8, 3.2, 3.6, 4.0, 4.4, 4.8 |
"R_" |
Number |
- |
Required |
|
(5) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.2, 1.5 |
"ALPHA" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
TaiwanBrg(98) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN(2011)" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • When Seismic Zone Factor is General Zone, Near Fault Zone • Type 1: 0 • Type 2: 1 • Type 3: 2 • User Input: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • General Zone: 0 • Near Fault Zone: 1 • Taipei Basin: 2 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
(3) |
Spectrum Type • Horizontal Design Spectrum: 0 • Vertical Design Spectrum(Superstructure): 1 • Vertical Design Spectrum(Substructure): 2 |
"iSPECTYPE" |
Integer |
0 |
Optional |
|
(4) |
Spectrum Used • Design Spectrum: 0 • Small-Medium Spectrum: 1 • Maximum Spectrum: 2 |
"iSPECUSE" |
Integer |
0 |
Optional |
|
(5) |
Sub Zone • When Seismic Zone Factor is Taipei Basin • Taipei Basin I: 0 • Taipei Basin II: 1 • Taipei Basin III: 2 • User Input: 3 |
"iSUBZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Horizontal Spectral Acceleration • When Seismic Zone Factor is General Zone, Near Fault Zone • [Sds, Sd1, Sms, Sm1] |
"aSRA" |
Array |
- |
Required |
|
(2) |
Spectral Response Acceleration • When Seismic Zone Factor is Taipei Basin • [Sds_t, Sd1_t, Sms_t, Sm1_t] |
"aSRA_T" |
Array |
- |
Required |
|
(3) |
Near Fault Seismic Effect • When Seismic Zone Factor is Near Fault Zone • [Nda, Ndv, Nma, Nmv] |
"aNSF" |
Array |
- |
Required |
|
(4) |
Site Magnify Factor • When Seismic Zone Factor is General Zone, Near Fault Zone • [Fda, Fdv, Fma, Fmv] |
"aSMF" |
Array |
- |
Required |
|
(5) |
Damping Ratio(%) |
"DP" |
Number |
- |
Required |
|
(6) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(7) |
Importance Factor(I) ¹⁾ • Preset Value: 1.0, 1.2 |
"IF" |
Number |
- |
Required |
|
(8) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.65, 1.7 |
"SMFACTOR" |
Number |
- |
Required |
|
(9) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 1.6, 2.0, 3.0, 4.2 |
"RMFACTOR" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
TaiwanBrg(89) Horizontal |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN89H_BRG" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • I(Stiff Soil): 0 • II(Medium Soil): 1 • III(Soft Soil): 2 • Taipei Basin: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • I(0.33g): 0 • II(0.23g): 1 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Damping Ratio |
"DP" |
Number |
- |
Required |
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(3) |
Importance Factor(I) ¹⁾ • Preset Value: 1.0, 1.2 |
"IE" |
Number |
- |
Required |
|
(4) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 2.0, 3.0, 5.0 |
"R_" |
Number |
- |
Required |
|
(5) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.65, 1.70, 1.90 |
"ALPHA" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
TaiwanBrg(89) Vertical |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "TAIWAN89V_BRG" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Soil Type • I(Stiff Soil): 0 • II(Medium Soil): 1 • III(Soft Soil): 2 • Taipei Basin: 3 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
(2) |
Seismic Zone • I(0.33g)x(2/3): 0 • II(0.23g)x(2/3): 1 |
"iSEISZONE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Damping Ratio |
"DP" |
Number |
- |
Required |
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(3) |
Importance Factor(I) ¹⁾ • Preset Value: 1.0, 1.2 |
"IE" |
Number |
- |
Required |
|
(4) |
Response Modification Coefficient(R) ¹⁾ • Preset Value: 2.0, 3.0, 5.0 |
"R_" |
Number |
- |
Required |
|
(5) |
Seismic Magnify Factor(ay) ¹⁾ • Preset Value: 1.65, 1.70, 1.90 |
"ALPHA" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
¹⁾ Preset Value: The value provided by the dialog.
When requesting API, even if a value other than the Preset Value is entered, the result will reflect that input.