入力 URI
|
{base url} + db/SPFC |
|---|
メソッド
|
POST, GET, PUT, DELETE |
|---|
JSON スキーマ
詳細
"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"
}
}
}
}
}
}
}
例
China(GB50011-2010)
"Assign": {
"1": {
"NAME": "China(GB50011-10)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "Ch2010: Near Src=2,Zone=7(0.10g), Site=II, Middle E.Q., Tg=0.40s, Damp.=0.050",
"STR": {
"SPEC_CODE": "CH2010",
"SFI": "0.10g",
"SC_": "II",
"EQ_": "MIDDLE"
},
"OPT": {
"NSC": 1,
"nLForce": 0
},
"VAL": {
"aTG": [
0.4,
0,
0
],
"DP": 0.05,
"MaxEQ": 0.23,
"PERIOD": 6
},
"CALC_OPT": true
}
}
}
China(GB50111-2006)
"Assign": {
"1": {
"NAME": "China(GB50111-06)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "",
"STR": {
"SPEC_CODE": "GB50111_2006",
"SFI": "7(0.10g)",
"SC_": "II",
"EQ_": "FREQUENT",
"DIV": "2"
},
"OPT": {
"IMPORTANT_BRIDGE": true
},
"VAL": {
"aTG": [
0.4,
0,
0
],
"G": 0.056,
"PERIOD": 6
},
"CALC_OPT": true
}
}
}
China(GB50011-2001)
"Assign": {
"1": {
"NAME": "China(GB50011-01)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "Ch2001: Near Src=2,Zone=8(0.20g), Site=II, Scarce E.Q., Tg=0.45s, Damp.=0.050",
"STR": {
"SPEC_CODE": "CH2001",
"SFI": "0.20g",
"SC_": "II",
"EQ_": "SCARCE"
},
"OPT": {
"NSC": 1
},
"VAL": {
"aTG": [
0.45,
0,
0
],
"DP": 0.05,
"MaxEQ": 0.9,
"PERIOD": 6
},
"CALC_OPT": true
}
}
}
China Shanghai(DGJ08-9-2003)
"Assign": {
"1": {
"NAME": "China Shanghai(DGJ08-9-2003)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "ChSh2003: Zone=7(0.10g), Site=III, Frequent E.Q., Tg=0.65s, Damp.=0.050",
"STR": {
"SPEC_CODE": "CHSH2003",
"SFI": "0.10g",
"SC_": "III",
"EQ_": "FREQUENT"
},
"VAL": {
"aTG": [
0.65,
0,
0
],
"DP": 0.05,
"MaxEQ": 0.08,
"PERIOD": 6
},
"CALC_OPT": true
}
}
}
China(JTJ004-89)
"Assign": {
"1": {
"NAME": "China(JTJ004-89)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "China(JTJ004-89): Zone=7, Kh=0.10, Site=II, Tg=0.30s, Ci=1.30, Cz=0.20",
"STR": {
"SPEC_CODE": "CH_BRG89"
},
"OPT": {
"SC_": 1,
"SFI": 0
},
"VAL": {
"aTG": [
0.3,
0,
0
],
"aIF": [
1.3,
0,
0
],
"PERIOD": 6,
"KH": 0.1,
"CZ": 0.2
},
"CALC_OPT": true
}
}
}
China(JTG/T 2231-01-2020)
"Assign": {
"1": {
"NAME": "China(JTG/T 2231-01-2020)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "JTG/T 2231-01-2020:ζ=0.05,Tg=0.25,Ci=1,Cs=0.95,Cd=0.95,A=0.3,Smax=0.7125",
"STR": {
"SPEC_CODE": "JTG/T 2231-01-2020",
"SC_": "E1",
"BT": "A",
"ZM": "0.35",
"ST": "2",
"SI": "8(0.30g)"
},
"OPT": {
"LARGEBRIDEGE": true,
"bVACC": false
},
"VAL": {
"aTG": [
0.25,
0,
0
],
"aIF": [
1,
0.95,
1
],
"DP": 0.05,
"SMAX": 0.7125,
"PERIOD": 6,
"A": 0.3
},
"CALC_OPT": true
}
}
}
China(JTG/T B02-01-2008)
"Assign": {
"1": {
"NAME": "China(JTG/T B02-01-2008)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "JTG/T B02-01-2008:ζ=0.05,Tg=0.45,Ci=1.7,Cs=1,Cd=1,EPA=0.3,Smax=1.1475",
"STR": {
"SPEC_CODE": "JTG/T B02-01-2008",
"SC_": "E2",
"BT": "A",
"ZM": "0.35",
"ST": "3",
"SI": "8(0.30g)"
},
"OPT": {
"LARGEBRIDEGE": false,
"bVACC": true,
"iVACC": 0
},
"VAL": {
"aTG": [
0.45,
0,
0
],
"aIF": [
1.7,
1,
1
],
"EPA": 0.3,
"SMAX": 1.1475,
"PERIOD": 6,
"DP2": 0.05
},
"CALC_OPT": true
}
}
}
China(GBJ11-87)
"Assign": {
"1": {
"NAME": "China(GBJ11-87)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "China(GBJ11-87): Zone=7, Kh=0.10, Site=I, Tg1=0.20s, Cz=0.20",
"STR": {
"SPEC_CODE": "CH_GBJ111_87"
},
"OPT": {
"SC_": 0,
"SFI": 0
},
"VAL": {
"aTG": [
0,
0.2,
1
],
"PERIOD": 6,
"KH": 0.1,
"CZ": 0.2
},
"CALC_OPT": true
}
}
}
China(CJJ 166-2011)
"Assign": {
"1": {
"NAME": "China(CJJ 166-2011)",
"iTYPE": 1,
"iMETHOD": 0,
"SCALE": 1,
"GRAV": 9.806,
"DRATIO": 0.05,
"DESC": "CJJ 166-2011:Xi=0.05,Tg=0.4,Eta1=0.02,Eta2=1,Gamma=0.9,A=0.22,Smax=0.495",
"STR": {
"SPEC_CODE": "CJJ 166-2011",
"SC_": "E2",
"BT": "A",
"ZM": "0.4",
"ST": "2",
"SI": "7(0.10g)"
},
"OPT": {
"bVACC": false,
"bE2_005": false
},
"VAL": {
"aTG": [
0.4,
0,
0
],
"aIF": [
2.2,
0,
0
],
"SMAX": 0.495,
"PERIOD": 6,
"DP2": 0.05,
"ETA1": 0.02,
"ETA2": 1,
"GAMMA": 0.9,
"A": 0.22
},
"CALC_OPT": true
}
}
}
仕様
| No. | 説明 | Key | データ型 | Default | 必須 | |
|---|---|---|---|---|---|---|
|
1 |
RS Function Name |
"NAME" |
String |
- |
必須 |
|
|
2 |
Spectral Data Type • Normalized Accel.: 1 • Acceleration: 2 • Velocity: 3 • Displacement: 4 |
"iTYPE" |
Integer |
- |
必須 |
|
|
3 |
Scaling Method • Scale Factor: 0 • Maximum Value: 1 |
"iMETHOD" |
Integer |
0 |
ｵﾌﾟｼｮﾝ | |
|
4 |
Scaling Value |
"SCALE" |
Number |
- |
必須 |
|
|
5 |
Gravity • Only for Normalized Accel. |
"GRAV" |
Number |
- |
必須 |
|
|
6 |
Damping Ratio |
"DRATIO" |
Number |
0 |
ｵﾌﾟｼｮﾝ |
|
|
7 |
Description |
"DESC" |
String |
Blank |
ｵﾌﾟｼｮﾝ |
|
|
China(GB50011-2010) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CH2010" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic Fortification Intensity • 6(0.05g): "0.05g" • 7(0.10g): "0.10g" • 7(0.15g): "0.15g" • 8(0.20g): "0.20g" • 8(0.30g): "0.30g" • 9(0.40g): "0.40g" |
"SFI" |
String |
"0.05g" |
ｵﾌﾟｼｮﾝ | |
|
(3) |
Site Class • I0: "I0" • I1: "I1" • II: "II" • III: "III" • IV: "IV" |
"SC_" |
String |
"I0" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Earthquake Effect • Frequent: "FREQUENT" • Middle: "MIDDLE" • Scarce: "SCARCE" |
"EQ_" |
String |
- |
必須 |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ | |
|
(1) |
Near Source Category • 1: 0 • 2: 1 • 3: 2 |
"NSC" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Nominal Lateral Force • Total Shear Force Difference: 0 • Inertial Force: 1 |
"nLForce" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China(GB50011-2010) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Damping Ratio |
"DP" |
Number |
- |
必須 |
|
|
(3) |
Max Effect Coefficient |
"MaxEQ" |
Number |
- |
必須 |
|
|
(4) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(GB50111-2006) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "GB50111_2006" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic Fortification Intensity • 6(0.05g): "6(0.05g)" • 7(0.10g): "7(0.10g)" • 7(0.15g): "7(0.15g)" • 8(0.20g): "8(0.20g)" • 8(0.30g): "8(0.30g)" • 9(0.40g): "9(0.40g)" |
"SFI" |
String |
"6(0.05g)" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Site Class • I: "I" • II: "II" • III: "III" • IV: "IV" |
"SC_" |
String |
"I" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Earthquake Effect • Frequent: "FREQUENT" • Design: "DESIGN" • Scarce: "SCARCE" |
"EQ_" |
String |
- |
必須 |
|
|
(5) |
Division of Characteristic period • 1: "1" • 2: "2" • 3: "3" |
"DIV" |
String |
"1" |
ｵﾌﾟｼｮﾝ |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ | |
|
(1) |
Important Bridge |
"IMPORTANT_BRIDGE" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China(GB50111-2006) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Basic horizontal seismic acceleration alpha(g) |
"G" |
Number |
- |
必須 |
|
|
(3) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(GB50011-2001) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CH2001" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic Fortification Intensity • 6(0.05g): "0.05g" • 7(0.10g): "0.10g" • 7(0.15g): "0.15g" • 8(0.20g): "0.20g" • 8(0.30g): "0.30g" • 9(0.40g): "0.40g" |
"SFI" |
String |
"0.05g" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Site Class • I: "I" • II: "II" • III: "III" • IV: "IV" |
"SC_" |
String |
"I" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Earthquake Effect • Frequent: "FREQUENT" • Scarce: "SCARCE" |
"EQ_" |
String |
- |
必須 |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Near Source Category • 1: 0 • 2: 1 • 3: 2 |
"NSC" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China(GB50011-2001) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Damping Ratio |
"DP" |
Number |
- |
必須 |
|
|
(3) |
Max Effect Coefficient |
"MaxEQ" |
Number |
- |
必須 |
|
|
(4) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China Shanghai(DGJ08-9-2003) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CHSH2003" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic Fortification Intensity • 6(0.05g): "0.05g" • 7(0.10g): "0.10g" • 8(0.20g): "0.20g" |
"SFI" |
String |
"0.05g" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Site Class • III: "III" • IV: "IV" |
"SC_" |
String |
"III" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Earthquake Effect • Frequent: "FREQUENT" • Scarce: "SCARCE" |
"EQ_" |
String |
- |
必須 |
|
|
9 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China Shanghai(DGJ08-9-2003) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Damping Ratio |
"DP" |
Number |
- |
必須 |
|
|
(3) |
Max Effect Coefficient |
"MaxEQ" |
Number |
- |
必須 |
|
|
(4) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
10 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(JTJ004-89) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CH_BRG89" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Site Class • I: 0 • II: 1 • III: 2 • IV: 3 |
"SC_" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Seismic Fortification Intensity • 7: 0 • 8: 1 • 9: 2 |
"SFI" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China(GB50011-2001) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Importance Factor(Ci) ¹⁾ • [Ci, Cs, Cd] • In China(JTJ004-89) only Ci is needed. • Preset Value: 0.6, 1.0, 1.3, 1.7 |
"aIF" |
Array |
- |
必須 |
|
|
(3) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
(4) |
Horizontal Seismic Coefficient(Kh) |
"KH" |
Number |
- |
必須 |
|
|
(5) |
General Effect Factor(Cz) ¹⁾ • Preset Value: 0.20, 0.25, 0.30, 0.33, 0.35 |
"CZ" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(JTG/T 2231-01-2020) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "JTG/T 2231-01-2020" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic criterion • E1: "E1" • E2: "E2" |
"SC_" |
String |
"E1" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Bridge Type • A: "A" • B: "B" • C: "C" • D: "D" |
"BT" |
String |
"A" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Characteristic period of zoning map • 0.35: "0.35" • 0.4: "0.4" • 0.45: "0.45" |
"ZM" |
String |
"0.35" |
ｵﾌﾟｼｮﾝ |
|
|
(5) |
Site Type • I0: "1" • I1: "2" • II: "3" • III: "4" • IV: "5" |
"ST" |
String |
"1" |
ｵﾌﾟｼｮﾝ |
|
|
(6) |
Seismic intensity • VI(0.05g): "6(0.05g)" • VII(0.1g): "7(0.1g)" • VII(0.15g): "7(0.15g)" • VIII(0.2g): "8(0.2g)" • VIII(0.3g): "8(0.3g)" • IX(0.4g): "9(0.4g)" |
"SI" |
String |
"6(0.05g)" |
ｵﾌﾟｼｮﾝ |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Large or super large bridge(Express or first class highway) |
"LARGEBRIDEGE" |
Boolean |
false |
ｵﾌﾟｼｮﾝ | |
|
(2) |
Vertical Response Spectrum |
"bVACC" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Characteristic period(Tg) • [TG, TG1, TG2] • In China(JTG/T 2231-01-2020) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Important Coefficient(Ci) Site Coefficient(Cs) Damping Modify Coefficient(Cd) • [Ci, Cs, Cd] |
"aIF" |
Array |
- |
必須 |
|
|
(3) |
Damping Ratio |
"DP" |
Number |
- |
必須 |
|
|
(4) |
Smax(=2.5*Ci*Cs*Cd*A) |
"SMAX" |
Number |
- |
必須 |
|
|
(5) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
(6) |
Peak Acceleration(A) |
"A" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(JTG/T B02-01-2008) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "JTG/T B02-01-2008" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic criterion • E1: "E1" • E2: "E2" |
"SC_" |
String |
"E1" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Bridge Type • A: "A" • B: "B" • C: "C" • D: "D" |
"BT" |
String |
"A" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Characteristic period of zoning map • 0.35: "0.35" • 0.4: "0.4" • 0.45: "0.45" |
"ZM" |
String |
"0.35" |
ｵﾌﾟｼｮﾝ |
|
|
(5) |
Site Type • I: "1" • II: "2" • III: "3" • IV: "4" |
"ST" |
String |
"1" |
ｵﾌﾟｼｮﾝ |
|
|
(6) |
Seismic intensity • 6(0.05g): "6(0.05g)" • 7(0.1g): "7(0.1g)" • 7(0.15g): "7(0.15g)" • 8(0.2g): "8(0.2g)" • 8(0.3g): "8(0.3g)" • 9(0.4g): "9(0.4g)" |
"SI" |
String |
"6(0.05g)" |
ｵﾌﾟｼｮﾝ |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ | |
|
(1) |
Large or super large bridge(Express or first class highway) |
"LARGEBRIDEGE" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Vertical Spectrum Ratio(R) |
"bVACC" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
When "bVACC" is True • BedRock: 0 • Soil: 1 |
"iVACC" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Characteristic period(Tg) • [TG, TG1, TG2] • In China(JTG/T B02-01-2008) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Important Coefficient(Ci) Site Coefficient(Cs) Damping Modify Coefficient(Cd) • [Ci, Cs, Cd] |
"aIF" |
Array |
- |
必須 |
|
|
(3) |
Effective Peak Acceleration(EPA) |
"EPA" |
Number |
- |
必須 |
|
|
(4) |
Smax(=2.25*Ci*Cs*Cd*EPA) |
"SMAX" |
Number |
- |
必須 |
|
|
(5) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
(6) |
Damping Ratio |
"DP2" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(GBJ11-87) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CH_GBJ111_87" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Site Class • I: 0 • II: 1 • III: 2 |
"SC_" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
(2) |
Seismic Fortification Intensity • 7: 0 • 8: 1 • 9: 2 |
"SFI" |
Integer |
0 |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Design Characteristic Period of Ground Motion(Tg) • [TG, TG1, TG2] • In China(GBJ11-87) only TG1, TG2 is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
(3) |
Horizontal Seismic Coefficient(Kh) |
"KH" |
Number |
- |
必須 |
|
|
(4) |
General Effect Factor(Cz) |
"CZ" |
Number |
- |
必須 |
|
|
11 |
Calculation Options |
"CALC_OPT" |
Boolean |
true |
Create |
|
|
China(CJJ 166-2011) |
||||||
|
8 |
String Data By Code |
"STR" |
Object |
- |
必須 |
|
|
(1) |
Design Spectrum Type • Code: "CJJ 166-2011" |
"SPEC_CODE" |
String |
- |
必須 |
|
|
(2) |
Seismic Design Criteria • E1: "E1" • E2: "E2" |
"SC_" |
String |
"E1" |
ｵﾌﾟｼｮﾝ |
|
|
(3) |
Seismic Classification • b: "A" • c: "B" • d: "C" |
"BT" |
String |
"A" |
ｵﾌﾟｼｮﾝ |
|
|
(4) |
Design Characteristic Period • 0.35: "0.35" • 0.4: "0.4" • 0.45: "0.45" |
"ZM" |
String |
"0.35" |
ｵﾌﾟｼｮﾝ |
|
|
(5) |
Site Class • I: "1" • II: "2" • III: "3" • IV: "4" |
"ST" |
String |
"1" |
ｵﾌﾟｼｮﾝ |
|
|
(6) |
Seismic intensity • 6(0.05g): "6(0.05g)" • 7(0.1g): "7(0.1g)" • 7(0.15g): "7(0.15g)" • 8(0.2g): "8(0.2g)" • 8(0.3g): "8(0.3g)" • 9(0.4g): "9(0.4g)" |
"SI" |
String |
"6(0.05g)" |
ｵﾌﾟｼｮﾝ |
|
|
9 |
Type or Option Data By Code |
"OPT" |
Object |
- |
ｵﾌﾟｼｮﾝ |
|
|
(1) |
Vertical Response Spectrum |
"bVACC" |
Boolean |
false |
ｵﾌﾟｼｮﾝ | |
|
(2) |
Increase 0.05s of characteristic period for Design Criteria E2 with Intensity 8 or 9 |
"bE2_005" |
Boolean |
false |
ｵﾌﾟｼｮﾝ |
|
|
10 |
Factor or Value Data By Code |
"VAL" |
Object |
- |
必須 |
|
|
(1) |
Characteristic period(Tg) • [TG, TG1, TG2] • In China(CJJ 166-2011) only TG is needed |
"aTG" |
Array |
- |
必須 |
|
|
(2) |
Seismic Wave Adjustment Factor(Ci) • [Ci, Cs, Cd] • In China(CJJ 166-2011) only Ci is needed |
"aIF" |
Array |
- |
必須 |
|
|
(3) |
Smax(=2.25*A) |
"SMAX" |
Number |
- |
必須 |
|
|
(4) |
Max Period |
"PERIOD" |
Number |
- |
必須 |
|
|
(5) |
Damping Ratio |
"DP2" |
Number |
- |
必須 |
|
|
(6) |
Slope Adjustment Factor(eta1) |
"ETA1" |
Number |
- |
必須 |
|
|
(7) |
Damping Adjustment Factor(eta2) |
"ETA2" |
Number |
- |
必須 |
|
|
(8) |
Curve Decaying Exponential(gamma) |
"GAMMA" |
Number |
- |
必須 |
|
|
(9) |
Peak Acceleration(A) |
"A" |
Number |
- |
必須 |
|
|
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.