{"id":1427,"date":"2021-03-31T14:33:06","date_gmt":"2021-03-31T14:33:06","guid":{"rendered":"http:\/\/quakeadvice.org\/?page_id=1427"},"modified":"2025-07-07T07:47:55","modified_gmt":"2025-07-07T07:47:55","slug":"program-my1","status":"publish","type":"page","link":"https:\/\/quakeadvice.org\/index.php\/code-seismic-design\/malaysia\/program-my1\/","title":{"rendered":"Program MY1 \u2013 MS EC8 NA site specific response spectrum generator"},"content":{"rendered":"\n\n\t\n\t\n<p>The &#8220;<strong>Imai &amp; Tonouchi Model (all soil)<\/strong>&#8221; is the <strong>easiest<\/strong> to use as the least amount of information is required for the input. Only the Standard Penetration Test (SPT) blow counts are required to be specified for each soil layer.<\/p>\n<p>The <strong>other three conversion models<\/strong> require detailed descriptions of the soil classification, water content and the geological age of each soil layer to be specified. The PEER model also requires the vertical stress on the ground surface to be specified. Specifying very low surface stress when using this model may result in very high soil amplification in the simulated soil response.<\/p>\n\t\t\t<a href=\"http:\/\/quakeadvice.org\/index.php\/seismic-design\/malaysia\/program-my1a\/\" target=\"_blank\" role=\"button\" rel=\"noopener\">\n\t\t\t\t\t\t\tImai &#038; Tonouchi Model (all soil)\n\t\t\t\t\t<\/a>\n\t\t\t<a href=\"http:\/\/quakeadvice.org\/index.php\/seismic-design\/malaysia\/program-my1b\" target=\"_blank\" role=\"button\" rel=\"noopener\">\n\t\t\t\t\t\t\tOhta &#038; Goto Model\n\t\t\t\t\t<\/a>\n\t\t\t<a href=\"http:\/\/quakeadvice.org\/index.php\/seismic-design\/malaysia\/program-my1c\" target=\"_blank\" role=\"button\" rel=\"noopener\">\n\t\t\t\t\t\t\tImai &#038; Tonouchi Model\n\t\t\t\t\t<\/a>\n\t\t\t<a href=\"http:\/\/quakeadvice.org\/index.php\/seismic-design\/malaysia\/program-my1d\" target=\"_blank\" role=\"button\" rel=\"noopener\">\n\t\t\t\t\t\t\tPEER Model\n\t\t\t\t\t<\/a>\n\t\n\n\n","protected":false},"excerpt":{"rendered":"<p>The &#8220;Imai &amp; Tonouchi Model (all soil)&#8221; is the easiest to use as the least amount of information is required for the input. Only the Standard Penetration Test (SPT) blow counts are required to be specified for each soil layer. The other three conversion models require detailed descriptions of the soil classification, water content and &hellip; <a href=\"https:\/\/quakeadvice.org\/index.php\/code-seismic-design\/malaysia\/program-my1\/\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":1202,"menu_order":7,"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-1427","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1427","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\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/comments?post=1427"}],"version-history":[{"count":27,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1427\/revisions"}],"predecessor-version":[{"id":2130,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1427\/revisions\/2130"}],"up":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1202"}],"wp:attachment":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/media?parent=1427"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}