{"id":37647,"date":"2015-08-17T16:36:57","date_gmt":"2015-08-17T02:36:57","guid":{"rendered":"http:\/\/www.irantahgig.ir\/?p=37647"},"modified":"2015-08-17T16:36:57","modified_gmt":"2015-08-17T02:36:57","slug":"%d8%a8%d9%87-%da%a9%d8%a7%d8%b1%da%af%db%8c%d8%b1%db%8c-%d8%b1%d9%88%d8%b4-%d8%b6%d8%b1%db%8c%d8%a8-%d8%aa%d8%ba%db%8c%db%8c%d8%b1-%d9%85%da%a9%d8%a7%d9%86-%d8%a8%d8%b1%d8%a7%db%8c-%d8%a7%d8%b1%d8%b2","status":"publish","type":"post","link":"http:\/\/www.irantahgig.ir\/?p=37647","title":{"rendered":"\u0628\u0647 \u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u0628\u0631\u0627\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0627\u062d\u062f\u0627\u062b \u0634\u062f\u0647 \u062f\u0631 \u0645\u06a9\u0627\u0646 \u0647\u0627\u06cc \u0628\u0627 \u062e\u0627\u06a9 \u0646\u0631\u0645"},"content":{"rendered":"<p style=\"text-align: center;\"><span style=\"font-size: 18px; font-family: times new roman,times;\">Implementation of Displacement Coefficient method for seismic assessment of buildings built on soft soil sites<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u062a\u0627\u0631\u06cc\u062e:<\/strong> \u06f2\u06f0\u06f1\u06f4<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u067e\u0627\u06cc\u06af\u0627\u0647: <\/strong>\u0627\u0644\u0632\u0648\u06cc\u0631<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><a title=\"\u062f\u0627\u0646\u0644\u0648\u062f \u0627\u0635\u0644 \u0645\u0642\u0627\u0644\u0647\" href=\"http:\/\/www.irantahgig.ir\/wp-content\/uploads\/50009.pdf\" target=\"_blank\">\u0644\u06cc\u0646\u06a9 \u062f\u0627\u0646\u0644\u0648\u062f \u0627\u0635\u0644 \u0645\u0642\u0627\u0644\u0647<\/a><\/span><\/p>\n<p><span style=\"font-size: 18px;\"><img decoding=\"async\" loading=\"lazy\" class=\"alignnone\" alt=\"OK\" src=\"http:\/\/www.irantahgig.ir\/wp-content\/uploads\/OK.png\" width=\"187\" height=\"39\" \/><\/span><\/p>\n<p><span style=\"font-size: 18px;\">\t<form id=\"edd_purchase_37635\" class=\"edd_download_purchase_form edd_purchase_37635\" method=\"post\">\n\n\t\t\n\t\t<div class=\"edd_purchase_submit_wrapper\">\n\t\t\t<a href=\"#\" class=\"edd-add-to-cart button blue edd-submit\" data-nonce=\"249ff5cdec\" data-action=\"edd_add_to_cart\" data-download-id=\"37635\" data-variable-price=\"no\" data-price-mode=single data-price=\"200000\" ><span class=\"edd-add-to-cart-label\">200,000 \u0631\u06cc\u0627\u0644&nbsp;&ndash;&nbsp;\u0627\u0636\u0627\u0641\u0647 \u06a9\u0631\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/span> <span class=\"edd-loading\" aria-label=\"\u062f\u0631 \u062d\u0627\u0644 \u0628\u0627\u0631\u06af\u0630\u0627\u0631\u06cc\"><\/span><\/a><input type=\"submit\" class=\"edd-add-to-cart edd-no-js button blue edd-submit\" name=\"edd_purchase_download\" value=\"200,000 \u0631\u06cc\u0627\u0644&nbsp;&ndash;&nbsp;\u0627\u0636\u0627\u0641\u0647 \u06a9\u0631\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f\" data-action=\"edd_add_to_cart\" data-download-id=\"37635\" data-variable-price=\"no\" data-price-mode=single \/><a href=\"http:\/\/www.irantahgig.ir\/?page_id=4907\" class=\"edd_go_to_checkout button blue edd-submit\" style=\"display:none;\">\u0646\u0647\u0627\u06cc\u06cc \u06a9\u0631\u062f\u0646 \u062e\u0631\u06cc\u062f<\/a>\n\t\t\t\t\t\t\t<span class=\"edd-cart-ajax-alert\" aria-live=\"assertive\">\n\t\t\t\t\t<span class=\"edd-cart-added-alert\" style=\"display: none;\">\n\t\t\t\t\t\t<svg class=\"edd-icon edd-icon-check\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"28\" height=\"28\" viewBox=\"0 0 28 28\" aria-hidden=\"true\">\n\t\t\t\t\t\t\t<path d=\"M26.11 8.844c0 .39-.157.78-.44 1.062L12.234 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style=\"font-size: 18px;\"><strong>\u0646\u0627\u0645 \u0645\u062c\u0644\u0647:\u00a0<\/strong><span style=\"font-family: times new roman,times;\">Engineering Structures<\/span><\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u0642\u06cc\u0645\u062a:<\/strong> \u06f2\u06f0\u06f0,\u06f0\u06f0\u06f0 \u0631\u06cc\u0627\u0644<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u062a\u0639\u062f\u0627\u062f \u0635\u0641\u062d\u0627\u062a \u0627\u0646\u06af\u0644\u06cc\u0633\u06cc:<\/strong> \u06f1\u06f2<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u062a\u0639\u062f\u0627\u062f \u0635\u0641\u062d\u0627\u062a \u0641\u0627\u0631\u0633\u06cc:<\/strong> \u06f1\u06f7<\/span><\/p>\n<p><span style=\"font-size: 18px;\"><strong>\u06a9\u062f: <\/strong>\u06f5\u06f0\u06f0\u06f0\u06f9<\/span><\/p>\n<h3><span style=\"font-size: 18px;\">\u0686\u06a9\u06cc\u062f\u0647 \u0641\u0627\u0631\u0633\u06cc<\/span><\/h3>\n<p style=\"text-align: justify;\"><span style=\"font-size: 18px;\">\u0627\u06cc\u0646 \u0645\u0642\u0627\u0644\u0647 \u0646\u062a\u0627\u06cc\u062c \u062a\u062d\u0642\u06cc\u0642\u06cc \u0628\u0627 \u0647\u062f\u0641 \u06af\u0633\u062a\u0631\u0634 \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u0628\u0631\u0627\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u200c\u0647\u0627\u06cc \u0645\u0648\u062c\u0648\u062f \u0631\u0648\u06cc \u0634\u0631\u0627\u06cc\u0637 \u062e\u0627\u06a9 \u0633\u0633\u062a \u0631\u0627 \u0627\u0631\u0627\u0626\u0647 \u0645\u06cc\u200c\u06a9\u0646\u062f. \u062f\u0631 \u0627\u0648\u0644\u06cc\u0646 \u0642\u0633\u0645\u062a \u0627\u06cc\u0646 \u062a\u062d\u0642\u06cc\u0642\u060c \u067e\u0627\u0633\u062e \u062a\u063a\u06cc\u06cc\u0631\u0645\u06a9\u0627\u0646 \u062c\u0627\u0646\u0628\u06cc \u0686\u0647\u0627\u0631 \u0642\u0627\u0628 \u0641\u0648\u0644\u0627\u062f\u06cc \u0648 \u0634\u0634 \u0642\u0627\u0628 \u0628\u062a\u0646 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\u0628\u0633\u062a\u06af\u06cc \u0628\u0647 \u0646\u0633\u0628\u062a \u067e\u0631\u06cc\u0648\u062f \u0627\u0648\u0644\u06cc\u0646 \u0645\u0648\u062f \u0627\u0631\u062a\u0639\u0627\u0634 \u0633\u0627\u0632\u0647 \u0628\u0647 \u0645\u0648\u062f \u063a\u0627\u0644\u0628 \u062d\u0631\u06a9\u062a \u0632\u0645\u06cc\u0646 \u062f\u0627\u0631\u062f (T\/Tg). \u062f\u0631 \u062f\u0648\u0645\u06cc\u0646 \u0642\u0633\u0645\u062a \u0627\u0632 \u0627\u06cc\u0646 \u062a\u062d\u0642\u06cc\u0642\u060c \u0645\u0633\u06cc\u0631 \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u062a\u063a\u06cc\u06cc\u0631\u0645\u06a9\u0627\u0646 \u0628\u0631\u0627\u06cc \u0628\u0647 \u062f\u0633\u062a \u0622\u0648\u0631\u062f\u0646 \u062a\u062e\u0645\u06cc\u0646\u200c\u0647\u0627\u06cc\u06cc \u0627\u0632 \u062d\u062f\u0627\u06a9\u062b\u0631 \u0646\u06cc\u0627\u0632\u0647\u0627\u06cc \u063a\u06cc\u0631\u0627\u0644\u0627\u0633\u062a\u06cc\u06a9 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u0633\u0642\u0641 \u0628\u0647 \u06a9\u0627\u0631 \u06af\u0631\u0641\u062a\u0647 \u0634\u062f\u0647 \u0627\u0633\u062a. \u062e\u0637\u0627\u06cc \u0627\u0645\u0627\u0631\u06cc \u0646\u0634\u0627\u0646 \u0645\u06cc\u200c\u062f\u0647\u062f \u06a9\u0647 \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628\u060c \u062a\u062e\u0645\u06cc\u0646\u200c\u0647\u0627\u06cc \u0645\u0646\u0637\u0642\u06cc \u062e\u0648\u0628\u06cc \u0631\u0627 \u0641\u0631\u0627\u0647\u0645 \u0645\u06cc\u200c\u06a9\u0646\u062f.<\/span><\/p>\n<h3><span style=\"font-size: 18px;\">\u0686\u06a9\u06cc\u062f\u0647 \u0627\u0646\u06af\u0644\u06cc\u0633\u06cc<\/span><\/h3>\n<p style=\"text-align: left;\"><span style=\"font-size: 18px; font-family: times new roman,times;\">This paper presents the results of an investigation aimed at extending the Coefficient Method for the seismic assessment of existing buildings built on very soft soil conditions. In the first part of this investigation, the lateral displacement response of four steel frames and six reinforced concrete frames under a set of 20 earthquake ground motions recorded on very soft soil sites of the old bed-lake of Mexico City is investigated. It is shown that the seismic response of the buildings strongly depends on the ratio of the first-mode period of vibration of the structure to the predominant period of the ground motion (T\/Tg). In the second part of this study, a Displacement Coefficient method approach is employed for obtaining estimates of maximum inelastic roof displacement demands. Error statistics indicates that the Coefficient Method provides reasonably good estimates<\/span><\/p>\n<h3><span style=\"font-size: 18px;\"><strong>\u0645\u0634\u062e\u0635\u0627\u062a \u0627\u0633\u062a\u0646\u0627\u062f\u06cc<\/strong><\/span><\/h3>\n<p style=\"text-align: left;\"><span style=\"font-size: 18px; font-family: times new roman,times;\">Ruiz-Garc\u00eda, J., &amp; Gonz\u00e1lez, E. J. (2014). Implementation of Displacement Coefficient method for seismic assessment of buildings built on soft soil sites. Engineering Structures, 59, 1-12<\/span><\/p>\n<h3><span style=\"font-size: 18px;\">\u062f\u0627\u0646\u0644\u0648\u062f \u0627\u0635\u0644 \u0645\u0642\u0627\u0644\u0647<\/span><\/h3>\n<h1><span style=\"font-size: 18px;\"><a title=\"\u062f\u0627\u0646\u0644\u0648\u062f \u0627\u0635\u0644 \u0645\u0642\u0627\u0644\u0647\" href=\"http:\/\/www.irantahgig.ir\/wp-content\/uploads\/50009.pdf\" target=\"_blank\"><img decoding=\"async\" loading=\"lazy\" class=\"aligncenter\" alt=\"10002icon\" src=\"http:\/\/www.irantahgig.ir\/wp-content\/uploads\/10002icon.jpg\" width=\"186\" height=\"250\" \/><\/a>\u0648\u06cc\u0698\u06af\u06cc\u200c\u0647\u0627\u06cc \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u0628\u0631\u0627\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0627\u062d\u062f\u0627\u062b \u0634\u062f\u0647 \u062f\u0631 \u0645\u06a9\u0627\u0646 \u0647\u0627\u06cc \u0628\u0627 \u062e\u0627\u06a9 \u0646\u0631\u0645<\/span><\/h1>\n<p style=\"text-align: justify;\"><span style=\"font-size: 18px;\">\u0645\u0642\u0627\u0644\u0647 &#8220;\u0628\u0647 \u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u062a\u063a\u06cc\u06cc\u0631 \u0645\u06a9\u0627\u0646 \u0628\u0631\u0627\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0647\u0627\u06cc \u0627\u062d\u062f\u0627\u062b \u0634\u062f\u0647 \u062f\u0631 \u0645\u06a9\u0627\u0646 \u0647\u0627\u06cc \u0628\u0627 \u062e\u0627\u06a9 \u0646\u0631\u0645&#8221; \u062f\u0631 \u0633\u0627\u0644 \u06f2\u06f0\u06f1\u06f4 \u062f\u0631 \u0645\u062c\u0644\u0647\u00a0<span style=\"font-family: times new roman,times;\">Engineering Structures<\/span> \u0686\u0627\u067e \u0634\u062f\u0647 \u0648 \u062f\u0631 \u067e\u0627\u06cc\u06af\u0627\u0647 \u0627\u0637\u0644\u0627\u0639\u0627\u062a\u06cc \u0627\u0644\u0632\u0648\u06cc\u0631 \u0646\u0645\u0627\u06cc\u0647 \u0634\u062f\u0647 \u0627\u0633\u062a. \u0627\u06cc\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0628\u0631\u0631\u0633\u06cc\u00a0\u06af\u0633\u062a\u0631\u0634 \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u0628\u0631\u0627\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u200c\u0647\u0627\u06cc \u0645\u0648\u062c\u0648\u062f \u0631\u0648\u06cc \u0634\u0631\u0627\u06cc\u0637 \u062e\u0627\u06a9 \u0633\u0633\u062a\u060c \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u200c\u0647\u0627 \u0648 \u0631\u0648\u0634 \u0636\u0631\u06cc\u0628 \u062a\u063a\u06cc\u06cc\u0631\u0645\u06a9\u0627\u0646 \u067e\u0631\u062f\u0627\u062e\u062a\u0647 \u0627\u0633\u062a.<\/span><\/p>\n<p><span style=\"font-size: 18px;\">\t<form id=\"edd_purchase_37635-2\" class=\"edd_download_purchase_form edd_purchase_37635\" method=\"post\">\n\n\t\t\n\t\t<div class=\"edd_purchase_submit_wrapper\">\n\t\t\t<a href=\"#\" class=\"edd-add-to-cart button blue edd-submit\" data-nonce=\"249ff5cdec\" data-action=\"edd_add_to_cart\" data-download-id=\"37635\" data-variable-price=\"no\" data-price-mode=single data-price=\"200000\" ><span class=\"edd-add-to-cart-label\">200,000 \u0631\u06cc\u0627\u0644&nbsp;&ndash;&nbsp;\u0627\u0636\u0627\u0641\u0647 \u06a9\u0631\u062f\u0646 \u0628\u0647 \u0633\u0628\u062f \u062e\u0631\u06cc\u062f<\/span> <span class=\"edd-loading\" aria-label=\"\u062f\u0631 \u062d\u0627\u0644 \u0628\u0627\u0631\u06af\u0630\u0627\u0631\u06cc\"><\/span><\/a><input type=\"submit\" class=\"edd-add-to-cart edd-no-js button blue edd-submit\" name=\"edd_purchase_download\" value=\"200,000 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Displacement Coefficient method for seismic assessment of buildings built on soft soil sites \u062a\u0627\u0631\u06cc\u062e: \u06f2\u06f0\u06f1\u06f4 \u067e\u0627\u06cc\u06af\u0627\u0647: \u0627\u0644\u0632\u0648\u06cc\u0631 \u0644\u06cc\u0646\u06a9 \u062f\u0627\u0646\u0644\u0648\u062f \u0627\u0635\u0644 \u0645\u0642\u0627\u0644\u0647<\/p>\n","protected":false},"author":5,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[84,127,519,316],"tags":[],"_links":{"self":[{"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/posts\/37647"}],"collection":[{"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=37647"}],"version-history":[{"count":1,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/posts\/37647\/revisions"}],"predecessor-version":[{"id":37667,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=\/wp\/v2\/posts\/37647\/revisions\/37667"}],"wp:attachment":[{"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=37647"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=37647"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/www.irantahgig.ir\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=37647"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}