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contributor authorShuichi Fujikura
contributor authorMichel Bruneau
date accessioned2017-05-08T21:35:14Z
date available2017-05-08T21:35:14Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29be%2E1943-5592%2E0000272.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56812
description abstractResearch was conducted to analytically investigate the blast-response and behavior of multihazard-resistant bridge piers having circular-shaped, concrete-filled steel tube (CFST) columns. Two different analysis methods, namely a single-degree-of-freedom (SDOF) dynamic analysis and a fiber-based dynamic analysis, were used for this purpose and calibrated with the maximum residual deformations obtained from
publisherAmerican Society of Civil Engineers
titleDynamic Analysis of Multihazard-Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading
typeJournal Paper
journal volume17
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000270
treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
contenttypeFulltext


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