{"id":5617,"date":"2012-02-18T09:20:58","date_gmt":"2012-02-18T09:20:58","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/fa\/?p=5617"},"modified":"2012-02-18T09:20:58","modified_gmt":"2012-02-18T09:20:58","slug":"2012-02-19-08-27-59","status":"publish","type":"post","link":"http:\/\/old.iiees.ac.ir\/fa\/2012-02-19-08-27-59\/","title":{"rendered":"\u06a9\u0646\u062a\u0631\u0644 \u067e\u06cc\u0686\u0634 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0648\u06cc\u0633\u06a9\u0648\u0632"},"content":{"rendered":"<div dir=\"rtl\" style=\"text-align: center;\"><strong>\u06a9\u0646\u062a\u0631\u0644 \u067e\u06cc\u0686\u0634 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 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\u06a9\u0631\u062f.<\/p>\n<p><strong>\u0648\u0627\u0698\u0647<\/strong>\u200c<strong>\u0647\u0627\u06cc \u06a9\u0644\u06cc\u062f\u06cc<\/strong><br \/>\u0633\u0627\u0632\u0647 \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646\u060c \u062a\u0648\u0632\u06cc\u0639 \u0645\u06cc\u0631\u0627\u06af\u0631 \u0648\u06cc\u0633\u06a9\u0648\u0632\u060c \u062a\u0639\u0627\u062f\u0644 \u067e\u06cc\u0686\u0634\u06cc\u060c \u0634\u062a\u0627\u0628 \u062c\u0627\u0646\u0628\u06cc\u060c \u062e\u0631\u0648\u062c \u0627\u0632 \u0645\u0631\u06a9\u0632\u06cc\u062a \u0645\u06cc\u0631\u0627\u06cc\u06cc\u060c \u0633\u0627\u0632\u0647 \u0686\u0646\u062f\u0637\u0628\u0642\u0647\u060c \u0645\u062f\u0644 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc<\/p>\n<\/p>\n<p>\u200c<\/p>\n<div dir=\"ltr\" style=\"text-align: center;\"><strong> Pore Pressure  Controlling Torsional Response of Asymmetric Structures by Using Viscous Dampers<\/strong><\/div>\n<p dir=\"ltr\" style=\"text-align: center;\">Authors:A. S. Moghadam, M. R. Mansoori<\/p>\n<\/p>\n<p dir=\"ltr\"><strong>Abstract<\/strong><\/p>\n<p> The behavior of structures in the past earthquakes shows that torsion due to asymmetry was one of the main reasons of structural vulnerabilities. The studies performed on the issue of controlling torsional effects by suitable stiffness and strength distributions show that in the nonlinear range of structural behavior, elimination of torsional effects on multiple governing responses of structures is not possible. Such reason made the researchers to apply optimal distributions of energy dissipating devices for controlling torsion of structures. Past studies show that viscous dampers have suitable and simple behavior which can be distributed in the structures to control asymmetry effects. In this research, suitable distributions of viscous dampers are proposed for decreasing the effects of torsion on structural and non-structural elements. Also the possibility of controlling multiple responses of buildings by specific distribution of dampers is studied. In this regard, the effects of plan wise and height wise distribution of dampers are studied on dynamic specifications of structures in the elastic ranges. Also analytical nonlinear studies have been performed on one-story and multi-story buildings with different distributions of stiffness and strength and damping under several ground motions. The sensitivity of the results has been studied on different governing parameters such as torsional stiffness of the structures, different damping coefficients of the dampers, stiffness versus mass asymmetry and two-way asymmetry with bi-directional excitation. The results show that by using a suitable damper distribution, the effects of torsion can be decreased on important structural responses, but controlling multiple responses are possible in specific cases. For verification of the analytical results, an experimental setup including a 1\/6 scaled one-story structure with two viscous dampers has been tested on the shaking table. The comparison of the analytical and experimental results shows an acceptable similarity in many of the responses. Finally, suitable plan wise and height wise distribution of viscous dampers have been proposed for controlling torsion of the structures with different stiffness and strength properties.<\/p>\n<p dir=\"ltr\"><strong>Keywords:<\/strong><\/p>\n<p dir=\"ltr\">Asymmetric structures, viscous damper distribution, torsional balance, lateral acceleration, damping eccentricity, multi-story structure, experimental model.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u06a9\u0646\u062a\u0631\u0644 \u067e\u06cc\u0686\u0634 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0648\u06cc\u0633\u06a9\u0648\u0632 \u0645\u062c\u0631\u06cc \u067e\u0631\u0648\u0698\u0647:\u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645 \u0647\u0645\u06a9\u0627\u0631:\u0645\u062d\u0645\u062f\u0631\u0636\u0627 \u0645\u0646\u0635\u0648\u0631\u06cc \u0686\u06a9\u06cc\u062f\u0647 \u062f\u0631 \u0627\u06cc\u0646 \u067e\u0698\u0648\u0647\u0634\u060c \u062a\u0648\u0632\u06cc\u0639\u0647\u0627\u06cc \u0645\u0646\u0627\u0633\u0628 \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0648\u06cc\u0633\u06a9\u0648\u0632 \u0628\u0627 \u0647\u062f\u0641 \u06a9\u0627\u0647\u0634<span style=\"color:#28B3C7\"> \u0627\u062f\u0627\u0645\u0647 \u2026<\/span><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[40],"tags":[],"class_list":["post-5617","post","type-post","status-publish","format-standard","hentry","category-2008-06-21-08-21-37"],"_links":{"self":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts\/5617","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/comments?post=5617"}],"version-history":[{"count":0,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts\/5617\/revisions"}],"wp:attachment":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/media?parent=5617"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/categories?post=5617"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/tags?post=5617"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}