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contributor authorLian Duan
contributor authorWai‐Fah Chen
date accessioned2017-05-08T22:14:24Z
date available2017-05-08T22:14:24Z
date copyrightJanuary 1989
date issued1989
identifier other39955038.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74799
description abstractThe present AISC (American Institute of Steel Construction), ACI (American Concrete Institute), and CAN‐S16.1‐M84 Specifications use alignment charts conveniently to determine effective length factor for columns in both braced and unbraced frames. In this method, the effective length factor
publisherAmerican Society of Civil Engineers
titleEffective Length Factor for Columns in Unbraced Frames
typeJournal Paper
journal volume115
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:1(149)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
contenttypeFulltext


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