{"id":913,"date":"2018-11-03T14:15:49","date_gmt":"2018-11-03T10:45:49","guid":{"rendered":"http:\/\/dri.civil.sharif.ir\/?p=913"},"modified":"2018-11-06T08:54:51","modified_gmt":"2018-11-06T05:24:51","slug":"%d8%a2%d8%b2%d9%85%d8%a7%db%8c%d8%b4-%d8%a7%d8%aa%d8%b5%d8%a7%d9%84-%d9%86%db%8c%d9%85%d9%87-%d8%b5%d9%84%d8%a8-%d8%a8%d8%a7-%d9%88%d8%b1%d9%82-%d9%be%db%8c%da%86%d8%b4%db%8c","status":"publish","type":"post","link":"http:\/\/dri.civil.sharif.ir\/?p=913","title":{"rendered":"\u0622\u0632\u0645\u0627\u06cc\u0634 \u0627\u062a\u0635\u0627\u0644 \u0646\u06cc\u0645\u0647 \u0635\u0644\u0628 \u0628\u0627 \u0648\u0631\u0642 \u067e\u06cc\u0686\u0634\u06cc"},"content":{"rendered":"

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    \n
  1. Moghaddam A, Estekanchi HE and Yekrangnia M (2016), “Evaluation of proposed semi-rigid steel frame connection with torsional plate and its optimal placement”, Scientica Iranica, accepted,\u00a0doi:10.24200\/SCI.2017.4196<\/a><\/li>\n
  2. Moghaddam, A.(2014) Valuation of semi rigid steel frame connection with torsional plate and its optimal placement with genetic algorithm, MS, SUT, [Link<\/a><\/li>\n
  3. Moghaddam A and Estekanchi HE (2014) “Investigation of Torsion Plate semirigid steel connection by finite elements method” Proceedings of 10th International Civil Conference on Civil Engineering, May 4-6, 2014, Tabriz, Iran, [Link<\/a>]<\/li>\n
  4. AISC, ANSI. “AISC 341-16<\/a>.\u00a0Seismic provisions for structural steel buildings\u201d. Chicago (IL): American Institute of Steel Construction<\/i>\u00a0(2016).<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

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