{"id":1881,"date":"2023-05-29T03:46:41","date_gmt":"2023-05-29T03:46:41","guid":{"rendered":"https:\/\/quakeadvice.org\/?page_id=1881"},"modified":"2024-05-10T00:00:00","modified_gmt":"2024-05-10T00:00:00","slug":"site-with-default-borehole","status":"publish","type":"page","link":"https:\/\/quakeadvice.org\/index.php\/advanced-seismic-design\/australia-adv\/site-specific-response-spectra\/site-with-default-borehole\/","title":{"rendered":"Site with Default Borehole"},"content":{"rendered":"\n\n\t<!DOCTYPE html>\n<html lang=\"en\">\n<head>\n    <meta charset=\"UTF-8\"\/>\n    <meta name=\"viewport\" content=\"width=device-width, initial-scale=1.0\"\/>\n    <style>\n\t.page-break {\n\t\t\tpage-break-after: always;\n\t\t\tpage-break-inside: avoid;\n\t\t\tclear:both;\n\t\t}\n\t\t.page-break-before {\n\t\t\tpage-break-before: always;\n\t\t\tpage-break-inside: avoid;\n\t\t\tclear:both;\n    }\n  .btn {\n  background-color: rgb(50, 153, 168); border: none; color: white; cursor: pointer; font-size: 15px; display:block;}\n\/* Darker background on mouse-over *\/\n.btn:hover {  background-color: Green;}\n   .btn1 {\n  background-color: rgb(50, 153, 168);; border: none; color: white; cursor: pointer; font-size: 15px; display:block; margin-left:auto; margin-right:auto; text-align:centre;}\n\/* Darker background on mouse-over *\/\n.btn1:hover {  background-color: Green;}\n .btn101 {  background-color:rgb(30,144,255); border: none; color: white; height:35px; cursor: pointer; font-size: 12px; }\n .btn101:hover {  background-color:green;}\n<\/style>  \n    <link rel=\"stylesheet\" href=\"https:\/\/cdnjs.cloudflare.com\/ajax\/libs\/skeleton\/2.0.4\/skeleton.min.css\"\/>\n    <link rel=\"stylesheet\" href=\"https:\/\/cdnjs.cloudflare.com\/ajax\/libs\/font-awesome\/4.7.0\/css\/font-awesome.min.css\"\/>\n    <title>QUAKE ADVICE_Select Strong Motion Accelerograms<\/title>\n <\/head>\n<body>\n   <p><b><u>Generation of Site Specific Earthquake Ground Motion<\/u><\/b><\/p>\n<b> Users are required to select options of the following: <\/b>  \n<table>\n   <tr><td><b>1. Bedrock motion intensity (<i>k<sub>p<\/sub>Z<\/i>):<\/b><\/td>\n  <td><select  id=\"kpZ\">\n     <option value=\"1\">0.08 (500-yr RP)<\/option>\n     <option value=\"2\">0.10 (1000-yr RP)<\/option>\n     <option value=\"3\">0.12 (1500-yr RP)<\/option>\n     <option value=\"4\">0.15 (2500-yr RP)<\/option>\n    <\/select><\/td><\/tr>\n<\/table>\n<button id=\"info0\">More Info of This Facility<\/button>\n    <td><b>2. Site soil profiles (five choices):<\/b><\/td>\n<br \/><br \/>\n<table><td> There are five choices to select from. <br \/> <li> Select &#8220;Bedrock Motion Click Here&#8221; button if the purpose is the generation of scaled bedrock accelerograms.<\/li>\n<li>When selecting soil sites, there are four options available: <b>Class Ce Sand Site, Class Ce Clay Site, Class De Sand Site, and Class De Clay Site <\/b>. The general characteristics and shear wave velocity profiles for each site are provided in the selection area.<\/li>\n<li>These typical sites should be used when borehole information is not available. If you do have borehole information for your site, please use the program named <a href=\"http:\/\/quakeadvice.org\/index.php\/advanced-seismic-design\/australia-adv\/site-specific-response-spectrum\/\" target=\"_blank\" rel=\"noopener\">&#8220;Site-specific response spectrum&#8221;<\/a> instead.<\/li><\/td><\/table>\n<br \/><br \/>\n   <button type=\"button\" id=\"bedrock\">Preview of BEDROCK Motions: Click Here<\/button>\n   <b> To generate soil surface motions for a default soil profile: click one of the four panels below.<\/b>\n        <button id=\"CSand\"><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/C1.png?w=600\"\/><\/button>\n        <button id=\"CClay\"><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/C2.png?w=600\"\/><\/button>\n        <button id=\"DSand\"><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/D1.png?w=600\"\/><\/button>\n        <button id=\"DClay\"><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/D2.png?w=600\"\/><\/button>\n  <! hideThisInTheReport close>\n    <button type=\"button\" id=\"getresult\">Get Results<\/button>  <button onclick=\"topFunction();\">Change Site<\/button><br \/><br \/><br \/>\n  <! preparing display of input into the report>\n <br \/><b>I. Input Parameters:<\/b><br \/>\n<table><tbody id=\"set-val\"><\/tbody><\/table><table><tbody id=\"set-val1\"><\/tbody><\/table>\n  <b>II. Output Results:<\/b><br \/>\n The site-specific spectra presented here are generated following the 4 Routines shown below. More details of each Routine can be found in Ref [1].<br \/><br \/>\n<ol>  \n<li><b>Routine 1:<\/b> The conditional mean spectrum (CMS) is constructed for matching the code spectrum on rock sites at four reference periods (T*) of 0.2s, 0.5s, 1s, and 2s. For each CMS, the controlling magnitude-distance (M-R) combinations are identified first by hazard disaggregation analyses for the seismic intensity defined at the bedrock (refer to Input 1). The results of the controlling M-R combination and the rock shear wave velocity are shown in Table 1.<\/li>\n<li><b>Routine 2:<\/b> The CMS is scaled by applying ground motion prediction equations (GMPEs) so that the CMS matches the code spectrum at each of the reference periods.<\/li>\n<li><b>Routine 3:<\/b> Accelerograms representing rock outcrop motions conforming to the controlling scenario (refer to Table 1) are extracted from the PEER database. The extracted accelerograms are scaled so that their calculated response spectra match closely with the CMS in the period range of 0.2T* to 2T*. With each CMS, the &#8220;best six&#8221; accelerograms having the least sum of squares error (SSE) are selected.<\/li>\n<li><b>Routine 4:<\/b> Twenty-four accelerograms and response spectra (six from each of the four reference periods) representing motions on the soil surface are obtained by performing equivalent linear analysis of the soil column model (refer to Input 2). The 24 response spectra and accelerograms for the case of primary direction of excitation are shown in Figures 1 and 2 below.<\/li>\n<\/ol>\n <br \/><b>Table 1. The range of magnitude-distance and bedrock shear wave velocity used while sourcing the strong motion database for each reference period (T*).<\/b>\n <table id=\"note1\">\n            <tr><th><u>T* (sec)<\/u><\/th><th><u>Magnitude range (Mw)<\/u><\/th><th><u>Distance range (km)<\/u><\/th><th><u>Bedrock SWV range (m\/s)<\/u><\/th><\/tr>\n            <tr><td>0.2<\/td><td>5.2-5.8<\/td><td>10-50<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>0.5<\/td><td>5.7-6.3<\/td><td>10-70<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>1<\/td><td>6.2-6.7<\/td><td>20-80<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>2<\/td><td>6.7-7.3<\/td><td>90-190<\/td><td>450-1800<\/td><\/tr>\n            <\/table>\n <table id=\"note2\">\n            <tr><th><u>T* (sec)<\/u><\/th><th><u>Magnitude range (Mw)<\/u><\/th><th><u>Distance range (km)<\/u><\/th><th><u>Bedrock SWV range (m\/s)<\/u><\/th><\/tr>\n            <tr><td>0.2<\/td><td>5.2-5.8<\/td><td>10-50<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>0.5<\/td><td>5.7-6.3<\/td><td>10-60<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>1<\/td><td>6.2-6.7<\/td><td>20-80<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>2<\/td><td>6.7-7.3<\/td><td>70-170<\/td><td>450-1800<\/td><\/tr>\n            <\/table>\n<table id=\"note3\">\n            <tr><th><u>T* (sec)<\/u><\/th><th><u>Magnitude range (Mw)<\/u><\/th><th><u>Distance range (km)<\/u><\/th><th><u>Bedrock SWV range (m\/s)<\/u><\/th><\/tr>\n            <tr><td>0.2<\/td><td>5.2-5.8<\/td><td>10-50<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>0.5<\/td><td>5.7-6.3<\/td><td>10-60<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>1<\/td><td>6.2-6.7<\/td><td>10-70<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>2<\/td><td>6.7-7.3<\/td><td>50-150<\/td><td>450-1800<\/td><\/tr>\n            <\/table>\n<table id=\"note4\">\n            <tr><th><u>T* (sec)<\/u><\/th><th><u>Magnitude range (Mw)<\/u><\/th><th><u>Distance range (km)<\/u><\/th><th><u>Bedrock SWV range (m\/s)<\/u><\/th><\/tr>\n            <tr><td>0.2<\/td><td>5.2-5.8<\/td><td>10-40<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>0.5<\/td><td>5.7-6.3<\/td><td>10-50<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>1<\/td><td>6.2-6.7<\/td><td>10-60<\/td><td>450-1800<\/td><\/tr>\n            <tr><td>2<\/td><td>6.7-7.3<\/td><td>50-150<\/td><td>450-1800<\/td><\/tr>\n            <\/table>\n   <! showThisInTheReport close>           \n  <h1 style='page-break-before: always;'><\/h1>\n<button id=\"print\" onclick=\"generatePDF();\">Print Report<\/button><br \/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.08_10.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Bedrock Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA10.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc10.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.1_11.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Bedrock Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA11.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc11.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.12_12.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Bedrock Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA12.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc12.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.15_13.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Bedrock Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA13.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc13.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.08_20.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA20.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc20.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.1_21.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA21.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc21.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.12_22.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA22.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc22.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.15_23.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA23.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc23.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.08_30.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA30.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc30.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.1_31.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA31.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc31.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.12_32.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA32.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc32.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.15_33.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA33.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc33.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.08_40.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a>><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA40.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc40.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.1_41.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA41.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc41.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.12_42.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA42.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc42.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.15_43.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA43.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc43.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.08_50.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA50.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc50.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.1_51.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA51.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc51.png?w=600\"\/>\n<a href=\"https:\/\/cdasap.com\/wp-content\/uploads\/2024\/05\/KpZ_0.12_52.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA52.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc52.png?w=600\"\/>\n<a href=\"https:\/\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/KpZ_0.15_53.zip\" download target=\"_blank\" rel=\"noopener\"><button name=\"bt1\"><i>&#038;nbsp<\/i>Download Soil Surface Accelerograms and Response Spectra<\/button><\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/RSA53.png?w=600\"\/><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2023\/04\/Acc53.png?w=600\"\/>\n<br \/>\n<br \/>\n<table><td><b>Essential Reference<\/b><\/td><td><abackground-color:grey; width:100px;\" href=\"https:\/\/www.mdpi.com\/2673-4109\/4\/1\/18\/pdf\" download target=\"_blank\"> &#038;nbsp Hu, Y., Khatiwada, P., Tsang, H.H., &#038; Menegon, S. J.(2023). <i>Site Specific Response Spectra and Accelerograms on Bedrock and Soil\nSurface.<\/i>CivilEng, 2(3), 712-735.<\/td><\/table>\n<table><td><b>Other References<\/b><\/td><td>\n<ol>  <li>Hu, Y., Lam, N., Menegon, S. J., &#038; Wilson, J. (2021). <i>The Selection and Scaling of Ground Motion Accelerograms for Use in Stable Continental Regions<\/i>. Journal of Earthquake Engineering, 1-21.<\/li>\n  <li>AEES. (2021). AS 1170.4-2007 Commentary.<i>Structural Design Actions, Part 4: Earthquake Actions in Australia.<\/i> AUSTRALIAN EARTHQUAKE\nENGINEERING SOCIETY.<\/li>\n  <li>Hu, Y., Lam, N., Khatiwada, P., Menegon, S. J., &#038; Looi, D. T. (2021).<i>Site-Specific Response Spectra: Guidelines for Engineering Practice.<\/i>CivilEng, 2(3), 712-735.<\/li>\n  <\/ol><\/td>\n<\/table><\/body>\n<\/html>\n\n","protected":false},"excerpt":{"rendered":"<p>QUAKE ADVICE_Select Strong Motion Accelerograms Generation of Site Specific Earthquake Ground Motion Users are required to select options of the following: 1. Bedrock motion intensity (kpZ): 0.08 (500-yr RP)0.10 (1000-yr RP)0.12 (1500-yr RP)0.15 (2500-yr RP) More Info of This Facility 2. Site soil profiles (five choices): There are five choices to select from. Select &#8220;Bedrock &hellip; <a href=\"https:\/\/quakeadvice.org\/index.php\/advanced-seismic-design\/australia-adv\/site-specific-response-spectra\/site-with-default-borehole\/\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":5,"featured_media":0,"parent":1872,"menu_order":2,"comment_status":"closed","ping_status":"closed","template":"template-full-width.php","meta":{"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-1881","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1881","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/comments?post=1881"}],"version-history":[{"count":5,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1881\/revisions"}],"predecessor-version":[{"id":2008,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1881\/revisions\/2008"}],"up":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1872"}],"wp:attachment":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/media?parent=1881"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}