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contributor authorSi-Wei Liu
contributor authorRui Bai
contributor authorSiu-Lai Chan
contributor authorYao-Peng Liu
date accessioned2017-05-08T22:34:51Z
date available2017-05-08T22:34:51Z
date copyrightMay 2016
date issued2016
identifier other50655446.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83035
description abstractA new and advanced beam-column element, namely the curved tapered-three-hinges (TTH) beam-column element, is proposed in this paper. The present element can perform large deformation analysis and explicitly simulate the initial member curvature, which is essential for the second-order direct analysis using one-element-per-member models. Another distinct feature of the element is to analytically express the flexural rigidity of tapered I-sections in the stiffness matrix through a series of tapered stiffness factors such as the
publisherAmerican Society of Civil Engineers
titleSecond-Order Direct Analysis of Domelike Structures Consisting of Tapered Members with I-Sections
typeJournal Paper
journal volume142
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001464
treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
contenttypeFulltext


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