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contributor authorMohamed Elchalakani
contributor authorXiao-Ling Zhao
contributor authorRaphael Grzebieta
date accessioned2017-05-08T20:58:39Z
date available2017-05-08T20:58:39Z
date copyrightApril 2003
date issued2003
identifier other%28asce%290733-9445%282003%29129%3A4%28507%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34032
description abstractThis paper describes a series of tests to failure of fix-ended tubular braces subjected to cyclic concentric axial loading. The braces were made from cold-formed steel grade C350L0 (350 MPa nominal yield stress) circular hollow sections (CHS). Nine different diameter-to-thickness ratios in the range of
publisherAmerican Society of Civil Engineers
titleTests of Cold-Formed Circular Tubular Braces under Cyclic Axial Loading
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2003)129:4(507)
treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 004
contenttypeFulltext


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