Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure
In this study the three dimensional finite element method is employed to analyze the time history response for the service bridge pier of a water release integrated structure under the minimum operation level and the normal storage water level in maximum design earthquake load condition. The Mexico...
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Veröffentlicht in: | Applied Mechanics and Materials 2014-01, Vol.470 (Mechanical Engineering, Materials Science and Civil Engineering II), p.934-937 |
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container_issue | Mechanical Engineering, Materials Science and Civil Engineering II |
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creator | Xuan, Jun Chang Wang, Yong Dong, Bo Ya Sun, Ming |
description | In this study the three dimensional finite element method is employed to analyze the time history response for the service bridge pier of a water release integrated structure under the minimum operation level and the normal storage water level in maximum design earthquake load condition. The Mexico seismic curve is provided to perform the time history analysis for the present project. The temporal integration of time history analysis is carried out by the Newmark method and the stress, deformation results of the service bridge pier structure is discussed in detail. |
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The temporal integration of time history analysis is carried out by the Newmark method and the stress, deformation results of the service bridge pier structure is discussed in detail.</description><identifier>ISSN: 1660-9336</identifier><identifier>ISSN: 1662-7482</identifier><identifier>ISBN: 9783037859612</identifier><identifier>ISBN: 303785961X</identifier><identifier>EISSN: 1662-7482</identifier><identifier>DOI: 10.4028/www.scientific.net/AMM.470.934</identifier><language>eng</language><publisher>Zurich: Trans Tech Publications Ltd</publisher><subject>Bridge piers ; Bridges (structures) ; Design engineering ; Earthquake design ; Mathematical analysis ; Seismic analysis ; Temporal logic ; Three dimensional</subject><ispartof>Applied Mechanics and Materials, 2014-01, Vol.470 (Mechanical Engineering, Materials Science and Civil Engineering II), p.934-937</ispartof><rights>2014 Trans Tech Publications Ltd</rights><rights>Copyright Trans Tech Publications Ltd. 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The temporal integration of time history analysis is carried out by the Newmark method and the stress, deformation results of the service bridge pier structure is discussed in detail.</description><subject>Bridge piers</subject><subject>Bridges (structures)</subject><subject>Design engineering</subject><subject>Earthquake design</subject><subject>Mathematical analysis</subject><subject>Seismic analysis</subject><subject>Temporal logic</subject><subject>Three dimensional</subject><issn>1660-9336</issn><issn>1662-7482</issn><issn>1662-7482</issn><isbn>9783037859612</isbn><isbn>303785961X</isbn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNqNkVtLHDEYQINtoWr9D4FC6cuMuU0ufShdxcuC0tK1-Bgy2W9sZHZGk4zr_ntjt_T21KdAcr7zEQ5C7yipBWH6cL1e18kHGHLogq8HyIezy8taKFIbLnbQLpWSVUpo9gIdGKU54Uo3RlL28scbqQzn8jXaS-mWECmo0LvocQEhrYLHs8H1mxQSHjvs8LXLEPFX6MElwPMhw00sV0u8yHHyeYqAv7iY8Xz-AV-FFeDzkPIYN39pFhAfggd8FMPypgyEovw1_wa96lyf4ODnuY--nZ5cHZ9XF5_P5sezi8pzpnNlWqaBt1S22nUSiDZSKd16ogSVjXBLLhnxpjPKgewYoy14xQyRvF26phF8H73feu_ieD9BynYVkoe-dwOMU7K0kYoyovQz-vYf9HacYvlQoURZK5nkplAft5SPY0oROnsXw8rFjaXEPoeyJZT9HcqWULaEsiWULaGK4NNWkKMbUgb__Y89_6d4AvakojQ</recordid><startdate>20140101</startdate><enddate>20140101</enddate><creator>Xuan, Jun Chang</creator><creator>Wang, Yong</creator><creator>Dong, Bo Ya</creator><creator>Sun, Ming</creator><general>Trans Tech Publications Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BFMQW</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>7SM</scope></search><sort><creationdate>20140101</creationdate><title>Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure</title><author>Xuan, Jun Chang ; 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subjects | Bridge piers Bridges (structures) Design engineering Earthquake design Mathematical analysis Seismic analysis Temporal logic Three dimensional |
title | Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure |
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