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contributor authorK. C. Tsai
contributor authorShun Wu
contributor authorEgor P. Popov
date accessioned2017-05-08T20:55:57Z
date available2017-05-08T20:55:57Z
date copyrightJune 1995
date issued1995
identifier other%28asce%290733-9445%281995%29121%3A6%28925%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32257
description abstractThe performance of 10 seismic beam-to–wide-flange-column moment-connection specimens using bolted-web–welded-flange (BWWF) details is critically assessed. Key parameters include beam-flange–to–entire-beam-section plastic modulus ratio,
publisherAmerican Society of Civil Engineers
titleExperimental Performance of Seismic Steel Beam-Column Moment Joints
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1995)121:6(925)
treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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