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contributor authorS. P. Zhou
contributor authorL. Duan
contributor authorY. C. Cheng
contributor authorW. F. Chen
date accessioned2017-05-08T20:57:57Z
date available2017-05-08T20:57:57Z
date copyrightMarch 2001
date issued2001
identifier other%28asce%290733-9445%282001%29127%3A3%28306%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33571
description abstractThe global stability behavior of bird-shaped girders during construction is investigated. The critical torsional buckling moment is derived by the energy method and Galerkin method. Stability design criteria for bird-shaped girders are proposed for practical use. The proposed criteria have been used to evaluate the buckling capacities of several newly constructed bird-shaped roof structures and full-scale specimens. A good conservative estimation is generally observed.
publisherAmerican Society of Civil Engineers
titleGlobal Stability Analysis for Bird-Shaped Girders
typeJournal Paper
journal volume127
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2001)127:3(306)
treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
contenttypeFulltext


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