Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i...
Transcript of Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i...
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= Seismic Design Web Service Doc X + ['.jl X
~ ➔ C O i https ://earthquake.usgs.go v/ws/designmaps/ □-0,. *
Reference Document End Points
ASCE7
• 2016 ASCE 7 Standard (ASCE7-16).
• 2010 ASCE 7 Standard (ASCE7-10).
• 2005 ASCE 7 Standard (ASCE7-05).
ASCE41
• 2017 ASCE 41 Standard (ASCE41-17).
• 2013 ASCE 41 Standard (ASCE41-13).
NEHRP
• 2009 NEHRP Standard (NEHRP-2009).
• 2015 NEHRP Standard (NEHRP-2015).
IBC
• 2012 IBC Standard (IBC-2012).
• 2015 IBC Standard (IBC-2015).
AASHTO
• 2009 AASHTO Guide SP.ecifications (AASHTO-2009). 0
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Steps 1-2 of 9 1
1. Using a web browser such as Google Chrome or Mozilla Firefox, go to https://earthquake.usgs.gov/ws/designmaps/
2. Click on design document of interest, such as AASHTO-2009
U.S. Geological Survey (USGS) Seismic Design Web Services
2
Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government.
![Page 2: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/2.jpg)
II! AASHT0-2009 Web Service DoCL X +
~ ➔ C O i https ://earthquake.usgs.gov /ws/designmaps/aashto-2009.html
Example 0 Request
htt12s://earthguake.usg~gov/ws/designma12s/aashto-2009.json?latitude=34&longitude=-118&siteClass=C&title=Exam12le 0 Response
{
"request": {
"date": "2018-06-03T00: 50: 52. 8102",
"referenceDocument": "AASHT0-2009",
"status": "success",
0,. *
"url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?latitude=34&longitude=-118&siteClass=C&title=
"parameters": {
}
},
"latitude": 34,
"longitude": -118,
"siteClass": "C",
"title": "Example"
"response": {
"data": {
X
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Steps 3-4 of 9
3
4
U.S. Geological Survey (USGS) Seismic Design Web Services
3. Scroll down to Example 4. Click on example request
N. Luco (USGS) February 3, 2019
![Page 3: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/3.jpg)
II! https://earthquake.usgs.gov/ws/ X +
~ ➔ C O i https :// earthquake.usgs.gov /ws/designmaps/aashto-2009.json?latitude=34&1ongitude=-118&siteClass=C&title=Example 0 0,. *
{ "request": {
"date": "2019-02-03T20:34:29.143Z", "referenceDocument" : "AASHTO-2009", "status" : "success", "url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?latitude=34&longitude=-118&siteClass=C&title=Example", "parameters": {
} },
"latitude": 34, "longitude " : -118, "siteClass": "C", "title": "Example"
"response": { "data": {
"pga": 0.637, "fpga " : 1, 11 as": 0.637, "ss": 1.512, "fa": 1, "sds " : 1.512, "sl": 0.551, "fv": 1.3, "sdl": 0.716, 11 sdc" : 11 0 11
,
"ts": 0.474, "t0": 0.095, "sdSpectrum":
[ 0, 0.637
], [
X
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Step 5a of 9 5
5a. In address bar, change latitude and longitude to those of interest; for example, change 34 to 34.05 and -118 to -118.25
U.S. Geological Survey (USGS) Seismic Design Web Services
N. Luco (USGS) February 3, 2019
![Page 4: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/4.jpg)
= https://earthquake.usgs.gov/ws/ X +
~ ➔ C O i https :// earthquake.usgs.gov /ws/designmaps/aashto-2009.json?latitude=34.0S&longitude=-118.25&siteClass=C&title=Example 0 0,. *
{ "request": {
"date": "2019-02-03T20:44:47. 708Z", "referenceDocument" : "AASHTO-2009", "status" : "success", "url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?latitude=34.05&longitude=-118.25&siteClass=C&title=Example", "parameters " : {
} },
"latitude": 34.05, "longitude " : -118.25, "siteClass " : "C", "title": "Example"
"response " : { "data": {
"pga " : 0.662, "fpga": 1, 11 as": 0.662, "ss": 1.564, "fa": 1, "sds": 1.564, "sl": 0.528, "fv": 1.3, "sdl " : 0.686, 11 sdc": 11 D11
,
"ts": 0.438, "t0": 0.088, "sdSpectrum":
[ 0, 0.662
], [
X
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Step 5b of 9 5
5b. Still in address bar, change site class to that of interest (A, B, C, D, or E); for example, change C to D
U.S. Geological Survey (USGS) Seismic Design Web Services
N. Luco (USGS) February 3, 2019
![Page 5: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/5.jpg)
= https://earthquake.usgs.gov/ws/ X +
~ ➔ C O i https :// earthquake.usgs.gov /ws/designmaps/aashto-2009.json?latitude=34.0S&longitude=-118.25&siteClass=D&title=Example 0 0,. *
{ "request": {
"date": "2019-02-03T20: 47: 56 .446Z", "referenceDocument" : "AASHTO-2009", "status" : "success", "url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?latitude=34.05&longitude=-118.25&siteClass=D&title=Example", "parameters " : {
} },
"latitude": 34.05, "longitude " : -118.25, "siteClass " : "D", "title": "Example"
"response " : { "data": {
"pga " : 0.662, "fpga": 1, 11 as": 0.662, "ss": 1.564, "fa": 1, "sds": 1.564, "sl": 0.528, "fv": 1.5, "sdl " : 0.791, 11 sdc": 11 D11
,
"ts": 0.506, "t0": 0 .101, "sdSpectrum":
[ 0, 0.662
], [
X
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Steps 5c-6 of 9 5
5c. Still in address bar, change title to that of interest; for example, change Example to Los Angeles, CA
6. Press enter button on your keyboard
U.S. Geological Survey (USGS) Seismic Design Web Services
N. Luco (USGS) February 3, 2019
![Page 6: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/6.jpg)
= https://earthquake.usgs.gov/ws/ X +
~ ➔ C O i https :// earthq uake.usgs.gov /ws/designmaps/aashto-2009.json ?latitude= 34.0S&longitude= -118.25&siteClass= D&title= Los%20Angeles, %20CA
{ "request": {
"date": "2019-02-03T21: 02: 57. 432Z", "referenceDocument": "AASHTO-2009", "status": "success", "url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?
latitude=34.05&longitude=-118.25&siteClass=D&title=Los Angeles, CA", "parameters": {
"latitude": 34.05, }
} },
"longitude": -118. 25, 0 "siteClass": "D", "title": "Los Angeles, CA"
"response": { "data": {
"pga": 0.662, "fpga": 1, "as": 0.662, II S S II : 1. 564 J
"fa": 1, "sds": 1. 564, "sl": 0.528, "fv": 1. 5, "sdl": 0.791, "sdc": "D", "ts": 0.506, "t0": 0.101, II sdSpectrum": r
X
0,. *
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Step 7 of 9
7
U.S. Geological Survey (USGS) Seismic Design Web Services
7. Check that requested parameter values are those you entered
N. Luco (USGS) February 3, 2019
![Page 7: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/7.jpg)
= https://earthquake.usgs.gov/ws/ X +
~ ➔ C O i https :// earthq uake.usgs.gov /ws/designmaps/aashto-2009.json ?latitude= 34.0S&longitude= -118.25&siteClass= D&title= Los%20Angeles, %20CA
{ "request": {
"date": "2019-02-03T21: 02: 57. 432Z", "referenceDocument": "AASHTO-2009", "status": "success", "url": "https://earthquake.usgs.gov/ws/designmaps/aashto-2009.json?
latitude=34.05&longitude=-118.25&siteClass=D&title=Los Angeles, CA", "parameters": {
"latitude": 34.05, "longitude": -118. 25, "siteClass": "D", "title": "Los Angeles, CA"
} }, "response": { 0
"data": { "pga": 0.662, "fpga": 1, "as": 0.662, II S S II : 1. 564 J
"fa": 1, "sds": 1. 564, "sl": 0.528, "fv": 1. 5, "sdl": 0.791, "sdc": "D", "ts": 0.506, "t0": 0.101,
}o
II sdSpectrum": r
X
0,. *
EERI Seminar on Next Generation Attenuation Models
Step-by-step instructions: Steps 8-9 of 9
9
8 8. Scroll down to response data
9. Read SS, Fa, SDS, etc (see documentation for parameter definitions, or next slide)
U.S. Geological Survey (USGS) Seismic Design Web Services
N. Luco (USGS) February 3, 2019
![Page 8: Step-by-step instructions: Steps 1-2 of 9 · Seismic Design Web Service Doc X + ['.jl X ~ C O i https ://earthquake.usgs.go v/ws/designmaps/ - 0,. * Reference Document End Points](https://reader033.fdocuments.net/reader033/viewer/2022052802/5f1d1259cc84136b1e7d2670/html5/thumbnails/8.jpg)
= AASHT0-2009 Web Service DoCL X +
~ ➔ C O i https://earthquake.usgs.gov/ws/designmaps/aashto-2009.html
response
data
pga
PGA, the mapped horizontal Peak Ground Acceleration, in units of g
fpga
FPGA, th e site coefficient for PGA, from Table 3.4.2.3-1 of the seismic design reference document
as A5 = FPGA x PGA (Equation 3.4.1-1), the design peak ground acceleration , in units of g
55
Ss, the mapped short-period (0.2-second) spectral acceleration, in units of g
fa
Fa, the site coefficient for Ss, from Table 3.4.2.3-1
sds
Sos= Fax Ss (Equation 3.4.1-2), the design short -period (0.2-second ) spectra l acceleration, in units of g
sl S1, the mapped 1-second spectral acceleration , in units of g
fv
Fv, the site coefficient for S1, from Table 3.4.2.3-2
sdl S01 = Fv x S1 (Equation 3.4.1-3), the design 1-second spectral acceleration , in units of g
sdc
SOC, the Seismic Design Category from Tab le 3.5-1
ts Ts = s01 / Sos (Equation 3.4.1-6), in seconds, for construction of design respo nse spectrum
to TO= 0.2T s (Equation 3.4.1-5), in seconds, for construction of design response spectrum
sdSpectrum
Sa, the design response spectrum from Figure 3.4.1-1 and Equation 3.4.1-4
X
*
EERI Seminar on Next Generation Attenuation Models
Parameter Definitions
U.S. Geological Survey (USGS) Seismic Design Web Services
N. Luco (USGS) February 3, 2019