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contributor authorW. Youssef‐Agha
contributor authorH. M. Aktan
contributor authorO. D. Olowokere
date accessioned2017-05-08T20:53:14Z
date available2017-05-08T20:53:14Z
date copyrightMarch 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A3%28594%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30535
description abstractThe study is directed towards the development of a practical analytical method for obtaining moment‐rotation curves for a semirigid beam‐to‐column bolted connections. The results are used in the DRAIN‐2D computer program to predict the drift of low‐rise steel frames under seismic load. Comparison of the developed theoretical model results are made to existing experimental data.
publisherAmerican Society of Civil Engineers
titleSeismic Response of Low‐Rise Steel Frames
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:3(594)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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