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
Canada_NBC(1995)
"Assign": {
"1": {
"NAME": "NBC1995",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "NBC1995 : v=0.15, Za=2, Zv=3",
"STR": {
"SPEC_CODE": "NBC95"
},
"OPT": {
"ZA": 2,
"ZV": 3
},
"VAL": {
"PERIOD": 6,
"V": 0.15
},
"CALC_OPT": true
}
}
}
Philippines_DPWH-LRFD BSDS(2013)
"Assign": {
"1": {
"NAME": "DPWH-LRFD BSDS(2013)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "DPWH-LRFD BSDS(2013): GT=II, PGA=0.50, Ss=1.10, S1=0.60, RMF=1.50",
"STR": {
"SPEC_CODE": "DPWH-LRFD BSDS(2013)"
},
"OPT": {
"iGROUTYPE": 1
},
"VAL": {
"aMSRACC": [
1.1,
0.6
],
"PERIOD": 6,
"R_": 1.5,
"PGA": 0.5
},
"CALC_OPT": true
}
}
}
Australia_AS 5100.2(2017)
"Assign": {
"1": {
"NAME": "AS 5100.2(2017)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "AS 5100.2(2017): SC=Be, kp=1.30, Z=0.08, μ=1.50",
"STR": {
"SPEC_CODE": "AS 5100.2(2017)"
},
"OPT": {
"SOILCLASS": 1
},
"VAL": {
"PERIOD": 6,
"KP": 1.3,
"Z": 0.08,
"MU": 1.5
},
"CALC_OPT": true
}
}
}
Colombia_NSR-10
"Assign": {
"1": {
"NAME": "NSR-10",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "NSR-10: Site=C,Ss=0.25,S1=0.15,Fa=1.15,Fv=1.65,I=1.0,R=4.0",
"STR": {
"SPEC_CODE": "NSR-10"
},
"OPT": {
"SC_": 2
},
"VAL": {
"aSCP": [
1.15,
1.65
],
"aEP": [
0.25,
0.15
],
"PERIOD": 6,
"IE": 1,
"R_": 4,
"PHI": 1
},
"CALC_OPT": true
}
}
}
Romania_P100-1(2013)
"Assign": {
"1": {
"NAME": "P100-1(2013) V-ELASTIC",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "P100-1(2013) V-ELA: Tb=0.07,Tc=0.72,Td=2.00,Ag=0.30g,γI,e=1.2,Damping=5.00",
"STR": {
"SPEC_CODE": "P100-1(2013)",
"SPECTYPE": "VER_ELA",
"PARATYPE": "Tc=1.6s"
},
"VAL": {
"PERIOD": 6,
"TB": 0.072,
"TC": 0.72,
"TD": 2,
"AGR": 0.3,
"I_": 1.2,
"XI": 5,
"Q": 4
},
"CALC_OPT": true
}
}
}
Russia_SP 268.1325800.2016
"Assign": {
"1": {
"NAME": "SP 268.1325800.2016",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "SP 268.1325800.2016: Region=9,Soil=S2,K1=0.50,K2=1.00,K3=1.00,K4=1.00,KPsi=1.0",
"STR": {
"SPEC_CODE": "SP 268.1325800.2016"
},
"OPT": {
"RESION_SEISMICITY": 2,
"SOIL_CATEGORY": 1
},
"VAL": {
"PERIOD": 6,
"K1": 0.5,
"K2": 1,
"K3": 1,
"K4": 1,
"KPSI": 1
},
"CALC_OPT": true
}
}
}
Thailand_DPT.1301/1302-61:2018
"Assign": {
"1": {
"NAME": "DPT.1301/1302-61:2018",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "DPT.1301/1302-61:2018 : Site=Se,Ss=0.750,S1=0.300,Fa=1.20,Fv=2.80,Sds=0.71,Sd1=0.66,I=1.0,R=4.0,Damping=0.025",
"STR": {
"SPEC_CODE": "DPT.1301/1302-61:2018",
"SC_": "Se",
"REGION": "Regeion except Bangkok",
"METHOD": "By Table 1.4-4-5"
},
"OPT": {
"iSEISZONE": 1,
"BYCODE": true,
"RISK_CATEGORY": 1
},
"VAL": {
"aSRA": [
0.7058823529411765,
0.6588235294117647,
0,
0
],
"aMSRACC": [
0.75,
0.3
],
"aSCP": [
1.2,
2.8
],
"DP": 0.025,
"PERIOD": 6,
"IF": 1,
"RMFACTOR": 4
},
"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 |
|
Canada_NBC(1995) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "NBC95" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Acceleration Zone(Za) • Value: 0, 1, 2, 3, 4, 5, 6 |
"ZA" |
Integer |
0 |
Optional |
|
(2) |
Velocity Zone(Zv) • Value: 0, 1, 2, 3, 4, 5, 6 |
"ZV" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(2) |
Zonal Velocity Ratio(v)¹⁾ • Preset Value: 0.00, 0.05, 0.10, 0.15, 0.20, 0.30, 0.40 |
"V" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Philippines_DPWH-LRFD BSDS(2013) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "DPWH-LRFD BSDS(2013)" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Ground Type • I: 0 • II: 1 • III: 2 |
"iGROUTYPE" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Spectral Acceleration Coefficient at Period • [Ss, S1] |
"aMSRACC" |
Array |
- |
Required |
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(3) |
Response Modification Factor(R) ¹⁾ • Preset Value: 0.8, 1.0, 1.5, 2.0, 3.0, 3.5, 5.0 |
"R_" |
Number |
- |
Required |
|
(4) |
Peak Ground Acceleration Coefficient(PGA) |
"PGA" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Australia_AS 5100.2(2017) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "AS 5100.2(2017)" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Site Sub Soil Class • Ae: 0 • Be: 1 • Ce: 2 • De: 3 • Ee: 4 |
"SOILCLASS" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(2) |
Probability Factor(kp) |
"KP" |
Number |
- |
Required |
|
(3) |
Hazard Factor(Z) |
"Z" |
Number |
- |
Required |
|
(4) |
Design Ductility Factor(μ) |
"MU" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Colombia_NSR-10 |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "NSR-10" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Site Class • A: 0 • B: 1 • C: 2 • D: 3 • E: 4 |
"SC_" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Site Coefficient at Short/1sec Period • [Fa, Fv] |
"aSCP" |
Array |
- |
Required |
|
(2) |
Effective Peak Acc./Vel. ¹⁾ • [Aa, Av] • Preset Value |
"aEP" |
Array |
- |
Required |
|
(3) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(4) |
Importance Factor(I) ¹⁾ • Preset Value: 1.0, 1.1, 1.25, 1.5 |
"IE" |
Number |
- |
Required |
|
(5) |
Basic Ductility Factor ¹⁾ • Preset Value: 1.5, 2.0, 2.5, 3.0, 3.25, 3.5, 4.0, 4.5, 5.0, 5.5, 6.0, 6.5, 7.0, 7.5, 8.0 |
"R_" |
Number |
- |
Required |
|
(6) |
Phi |
"PHI" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Romania_P100-1(2013) |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "P100-1(2013)" |
"SPEC_CODE" |
String |
- |
Required |
|
(2) |
Spectrum Type • Horizontal Elastic Spectrum: "HOR_ELA" • Vertical Elastic Spectrum: "VER_ELA" • Horizontal Design Spectrum: "HOR_DGN" • Vertical Design Spectrum: "VER_DGN" |
"SPECTYPE" |
String |
- |
Required |
|
(3) |
Spectrum Parameters • Tc=0.7s: "Tc=0.7s" • Tc=1.0s: "Tc=1.0s" • Tc=1.6s: "Tc=1.6s" • User Defined: "USER" |
"PARATYPE" |
String |
- |
Required |
|
9 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(2) |
Tb ²⁾ • "Tc=0.7s", "Tc=1.0s", "Tc=1.6s": Value calculated • User Defined: Value input required |
"TB" |
Number |
- |
Required |
|
(3) |
Tc ²⁾ • "Tc=0.7s", "Tc=1.0s", "Tc=1.6s": Value calculated • User Defined: Value input required |
"TC" |
Number |
- |
Required |
|
(4) |
Td ²⁾ • "Tc=0.7s", "Tc=1.0s", "Tc=1.6s": Value calculated • User Defined: Value input required |
"TD" |
Number |
- |
Required |
|
(5) |
Design Ground Acceleration |
"AGR" |
Number |
- |
Required |
|
(6) |
Importance Factor ¹⁾ • Preset Value: 0.8, 1.0, 1.2, 1.4 |
"I_" |
Number |
- |
Required |
|
(7) |
Viscous Damping Ratio(xi) • When Spectrum Type is Horizontal(Vertical) Elastic Spectrum |
"XI" |
Number |
- |
Required |
|
(8) |
Behavior Factor(q) • When Spectrum Type is Horizontal(Vertical) Design Spectrum |
"Q" |
Number |
- |
Required |
|
10 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Russia_SP 268.1325800.2016 |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "SP 268.1325800.2016" |
"SPEC_CODE" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Region Seismicity • 7: 0 • 8: 1 • 9: 2 • 10: 3 |
"RESION_SEISMICITY" |
Integer |
0 |
Optional |
|
(2) |
Soil Category • I: 0 • II: 1 • III: 2 |
"SOIL_CATEGORY" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(2) |
K1 Factor |
"K1" |
Number |
- |
Required |
|
(3) |
K2 Factor |
"K2" |
Number |
- |
Required |
|
(4) |
K3 Factor |
"K3" |
Number |
- |
Required |
|
(5) |
K4 Factor |
"K4" |
Number |
- |
Required |
|
(6) |
KPsi Factor |
"KPSI" |
Number |
- |
Required |
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
Thailand_DPT.1301/1302-61:2018 |
||||||
8 |
String Data By Code |
"STR" |
Object |
- |
Required |
|
(1) |
Design Spectrum Type • Code: "DPT.1301/1302-61:2018" |
"SPEC_CODE" |
String |
- |
Required |
|
(2) |
Site Class • When Region is Regeion except Bangkok • Sa: "Sa" • Sb: "Sb" • Sc: "Sc" • Sd: "Sd" • Se: "Se" |
"SC_" |
String |
- |
Required |
|
(3) |
Region • Bangkok: "Bangkok" • Regeion except Bangkok: "Regeion except Bangkok" |
"REGION" |
String |
- |
Required |
|
(4) |
Method • "By Table 1.4-4-5" |
"METHOD" |
String |
- |
Required |
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
Optional |
|
(1) |
Seismic Zone • When Region is Bangkok • Value: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 |
"iSEISZONE" |
Integer |
- |
Required |
|
(2) |
By Code • When Region is Regeion except Bangkok |
"BYCODE" |
Boolean |
false |
Optional |
|
(3) |
Risk Category • I: 0 • II: 1 • III: 2 • IV: 3 |
"RISK_CATEGORY" |
Integer |
0 |
Optional |
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
Required |
|
(1) |
[Sds, Sd1] • When Region is Regeion except Bangkok |
"aSRA" |
Array |
- |
Required |
|
(2) |
[Ss, S1] ¹⁾ • When Region is Regeion except Bangkok <strong>• </strong>Preset Value ◦ Ss: 0.25, 0.50, 0.75, 1.00, 1.25 ◦ S1: 0.10, 0.20, 0.30, 0.40, 0.50 |
"aMSRACC" |
Array |
- |
Required |
|
(3) |
[Fa, Fv] • When Region is Regeion except Bangkok |
"aSCP" |
Array |
- |
Required |
|
(4) |
Damping Ratio ¹⁾ • Preset Value: 0.025, 0.050 |
"DP" |
Number |
- |
Required |
|
(5) |
Max Period |
"PERIOD" |
Number |
- |
Required |
|
(6) |
Importance ¹⁾ • Preset Value: 1.00, 1.25, 1.50 |
"IF" |
Number |
- |
Required |
|
(7) |
Response Mod.Factor ¹⁾ • Preset Value: 1.50, 2.00, 2.50, 3.00, 3.50, 4.00, 4.50, 5.00, 5.50, 6.00, 6.50, 7.00, 7.50, 8.00 |
"RMFACTOR" |
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.
²⁾ The value of this Key is calculated by MIDAS CIVIL NX based on the value of another keys, so even if a value is entered, it will not be reflected. Instead, the value calculated by MIDAS CIVIL NX will be applied.