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contributor authorM. Nehdi
contributor authorH. El Chabib
contributor authorA. Aly Saïd
date accessioned2017-05-08T21:18:14Z
date available2017-05-08T21:18:14Z
date copyrightDecember 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A12%281033%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46260
description abstractTo calculate the shear capacity of structural members reinforced with fiber-reinforced polymer (FRP), current shear design provisions generally use slightly modified versions of existing semiempirical shear design equations initially developed for steel reinforced concrete beams. Such methods generally assume that the traditional approach of superimposing concrete contribution to shear,
publisherAmerican Society of Civil Engineers
titleProposed Shear Design Equations for FRP-Reinforced Concrete Beams Based on Genetic Algorithms Approach
typeJournal Paper
journal volume19
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:12(1033)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
contenttypeFulltext


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