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contributor authorYutian Shao
contributor authorSeyed Aval
contributor authorAmir Mirmiran
date accessioned2017-05-08T20:59:18Z
date available2017-05-08T20:59:18Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A2%28292%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34471
description abstractIn recent years, concrete-filled fiber reinforced polymer (FRP) tube (CFFT) has been used as precast piles, girders, and pier columns in federally funded innovative bridge projects around the country. While the monotonic behavior of CFFT columns is studied rather extensively, their cyclic response is not yet fully understood. This paper presents a comprehensive composite beam–column fiber element for large displacement nonlinear inelastic analysis of CFFT beam columns. A two-dimensional three-node combined element is used with
publisherAmerican Society of Civil Engineers
titleFiber-Element Model for Cyclic Analysis of Concrete-Filled Fiber Reinforced Polymer Tubes
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:2(292)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002
contenttypeFulltext


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