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contributor authorAmr Shaat
contributor authorAmir Z. Fam
date accessioned2017-05-08T21:31:10Z
date available2017-05-08T21:31:10Z
date copyrightFebruary 2009
date issued2009
identifier other%28asce%291090-0268%282009%2913%3A1%282%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54572
description abstractThis paper presents the results of an experimental investigation into the behavior of slender steel columns strengthened using high-modulus
publisherAmerican Society of Civil Engineers
titleSlender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control
typeJournal Paper
journal volume13
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2009)13:1(2)
treeJournal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
contenttypeFulltext


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