{"id":1278,"date":"2020-02-03T08:38:14","date_gmt":"2020-02-03T09:38:14","guid":{"rendered":"http:\/\/zarinfile.zarinblog.ir\/?p=1278"},"modified":"2020-02-03T08:38:14","modified_gmt":"2020-02-03T09:38:14","slug":"%d8%aa%d8%b1%d8%ac%d9%85%d9%87-%d9%85%d9%82%d8%a7%d9%84%d9%87-%d8%af%db%8c%d9%88%d8%a7%d8%b1-%d8%a8%d8%b1%d8%b4%db%8c-%d9%81%d9%88%d9%84%d8%a7%d8%af%db%8c-isi-2015-%d8%a8%d8%a7-%d8%b9%d9%86%d9%88-4","status":"publish","type":"post","link":"http:\/\/zarinfile.zarinblog.ir\/2020\/02\/03\/%d8%aa%d8%b1%d8%ac%d9%85%d9%87-%d9%85%d9%82%d8%a7%d9%84%d9%87-%d8%af%db%8c%d9%88%d8%a7%d8%b1-%d8%a8%d8%b1%d8%b4%db%8c-%d9%81%d9%88%d9%84%d8%a7%d8%af%db%8c-isi-2015-%d8%a8%d8%a7-%d8%b9%d9%86%d9%88-4\/","title":{"rendered":"\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2015 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Structural Performance of Unstiffened Low Yield Point steel plate shear walls (Tadeh Zirakian, Jian Z"},"content":{"rendered":"
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\n \u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2015 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Structural Performance of Unstiffened Low Yield Point steel plate shear walls (Tadeh Zirakian, Jian Z
\n <\/a>
\n <\/h1>\n<\/p><\/div>\n
\n \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0627\u0646\u06af\u0644\u06cc\u0633\u06cc
\nStructural Performance of Unstiffened Low Yield Point steel plate shear walls 2015
\n\u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0641\u0627\u0631\u0633\u06cc
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\n\u0628\u0647 \u0647\u0645\u0631\u0627\u0647 \u0641\u0627\u06cc\u0644 PDF \u0645\u0642\u0627\u0644\u0647 \u0648 \u0641\u0627\u06cc\u0644 WORD \u062a\u0631\u062c\u0645\u0647 \u0628\u0627 \u0631\u0639\u0627\u06cc\u062a \u06a9\u0644\u06cc\u0647 \u0627\u0635\u0648\u0644 \u0646\u06af\u0627\u0631\u0634\u06cc \u0648 \u0648\u06cc\u0631\u0627\u0633\u062a\u0627\u0631\u06cc \u06cc\u06a9 \u062a\u0631\u062c\u0645\u0647 \u0628\u0633\u06cc\u0627\u0631 \u0639\u0627\u0644\u06cc \u0628\u0631\u0627\u06cc \u0627\u0631\u0627\u0626\u0647 \u0633\u0645\u06cc\u0646\u0627\u0631 \u06a9\u0644\u0627\u0633\u06cc \u06cc\u0627 \u0627\u0636\u0627\u0641\u0647 \u06a9\u0631\u062f\u0646 \u0628\u0647 \u0642\u0633\u0645\u062a \u0645\u0631\n <\/div>\n\n\n\n\n\n
\n \u062f\u0633\u062a\u0647 \u0628\u0646\u062f\u06cc\n <\/td>\n\n \u0639\u0645\u0631\u0627\u0646<\/a>\n <\/td>\n<\/tr>\n
\n \u0641\u0631\u0645\u062a \u0641\u0627\u06cc\u0644\n <\/td>\n\n docx\n <\/td>\n<\/tr>\n
\n \u062d\u062c\u0645 \u0641\u0627\u06cc\u0644\n <\/td>\n\n 3167 \u06a9\u06cc\u0644\u0648 \u0628\u0627\u06cc\u062a\n <\/td>\n<\/tr>\n
\n \u062a\u0639\u062f\u0627\u062f \u0635\u0641\u062d\u0627\u062a \u0641\u0627\u06cc\u0644\n <\/td>\n\n 7\n <\/td>\n<\/tr>\n<\/table>\n
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\n \u062f\u0631\u06cc\u0627\u0641\u062a \u0641\u0627\u06cc\u0644<\/a><\/div>\n<\/p><\/div>\n<\/p><\/div>\n
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\n \"\u062a\u0631\u062c\u0645\u0647\n <\/div>\n
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\n \u0641\u0631\u0648\u0634\u0646\u062f\u0647 \u0641\u0627\u06cc\u0644\n <\/p>\n

\n \u06a9\u062f \u06a9\u0627\u0631\u0628\u0631\u06cc 2120\n <\/div>\n
\n \u062a\u0645\u0627\u0645 \u0641\u0627\u06cc\u0644 \u0647\u0627<\/a>\n <\/div>\n<\/p><\/div>\n
<\/div>\n<\/p><\/div>\n<\/p><\/div>\n
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\u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0627\u0646\u06af\u0644\u06cc\u0633\u06cc<\/p>\n

Structural Performance of Unstiffened Low Yield Point steel plate shear walls (Tadeh Zirakian, Jian Zhang 2015)<\/p>\n

\u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0641\u0627\u0631\u0633\u06cc<\/p>\n

\u0639\u0645\u0644\u06a9\u0631\u062f \u0633\u0627\u0632\u0647 \u00ad\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u062f\u0648\u0646 \u0633\u062e\u062a\u00ad \u06a9\u0646\u0646\u062f\u0647 \u0628\u0627 \u062d\u062f \u062a\u0633\u0644\u06cc\u0645 \u067e\u0627\u06cc\u06cc\u0646<\/p>\n

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\u0645\u0648\u0631\u062f \u0633\u0646\u062c\u0634 \u0642\u0631\u0627\u0631 \u0645\u06cc\u00ad\u062f\u0647\u062f.<\/p>\n

\n

<\/a>1- Slender<\/p>\n

<\/a>2-Moderate<\/p>\n

<\/a>3- Stocky<\/p>\n<\/p><\/div>\n

\n Unstiffened<\/a>Low Yield Point steel<\/a>Low Yield Point steel plate<\/a>shear walls<\/a>\u0645\u0642\u0627\u0644\u0647 ISI<\/a>\u0645\u0642\u0627\u0644\u0647 2015<\/a>\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 ISI<\/a>\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647<\/a>\u0633\u0627\u0632\u0647<\/a>\u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc<\/a>\u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/a><\/p>\n
<\/div>\n<\/p><\/div>\n<\/p><\/div>\n<\/p><\/div>\n

<\/p>\n","protected":false},"excerpt":{"rendered":"

\u062a\u0631\u062c\u0645\u0647 \u0645\u0642\u0627\u0644\u0647 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc ISI 2015 \u0628\u0627 \u0639\u0646\u0648\u0627\u0646 Structural Performance of Unstiffened Low Yield Point steel plate shear walls (Tadeh Zirakian, Jian Z \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0627\u0646\u06af\u0644\u06cc\u0633\u06cc Structural Performance of Unstiffened Low Yield Point steel plate shear walls 2015 \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647 \u0628\u0647 \u0641\u0627\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0633\u0627\u0632\u0647 \u00ad\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u062f\u0648\u0646 \u0633\u062e\u062a\u00ad \u06a9\u0646\u0646\u062f\u0647 \u0628\u0627 \u062d\u062f […]<\/p>\n","protected":false},"author":1575,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":[],"categories":[1],"tags":[],"yst_prominent_words":[],"_links":{"self":[{"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/posts\/1278"}],"collection":[{"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/users\/1575"}],"replies":[{"embeddable":true,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/comments?post=1278"}],"version-history":[{"count":1,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/posts\/1278\/revisions"}],"predecessor-version":[{"id":1279,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/posts\/1278\/revisions\/1279"}],"wp:attachment":[{"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/media?parent=1278"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/categories?post=1278"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/tags?post=1278"},{"taxonomy":"yst_prominent_words","embeddable":true,"href":"http:\/\/zarinfile.zarinblog.ir\/wp-json\/wp\/v2\/yst_prominent_words?post=1278"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}