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    Dynamic Analysis of Multihazard-Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 002
    Author:
    Shuichi Fujikura
    ,
    Michel Bruneau
    DOI: 10.1061/(ASCE)BE.1943-5592.0000270
    Publisher: American Society of Civil Engineers
    Abstract: Research 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
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      Dynamic Analysis of Multihazard-Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56812
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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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    DSpace software copyright © 2002-2015  DuraSpace
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