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dc.contributor.authorWang, Yongzh_CN
dc.contributor.authorXuan, Jun Changzh_CN
dc.contributor.authorSun, Mingzh_CN
dc.contributor.authorDong, Bo Yazh_CN
dc.contributor.author董博雅zh_CN
dc.date.accessioned2015-07-22T02:03:03Z
dc.date.available2015-07-22T02:03:03Z
dc.date.issued2014zh_CN
dc.identifier.citationApplied Mechanics and Materials, 2014,470:934-937zh_CN
dc.identifier.issn1660-9336zh_CN
dc.identifier.other20140117167925zh_CN
dc.identifier.urihttps://dspace.xmu.edu.cn/handle/2288/85530
dc.descriptionConference Name:2nd International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2013. Conference Address: Beijing, China. Time:October 25, 2013 - October 26, 2013.zh_CN
dc.description.abstractIn 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. ? (2014) Trans Tech Publications, Switzerland.zh_CN
dc.language.isoen_USzh_CN
dc.publisherTrans Tech Publications Ltdzh_CN
dc.source.urihttp://dx.doi.org/10.4028/www.scientific.net/AMM.470.934zh_CN
dc.subjectCivil engineeringzh_CN
dc.subjectFinite element methodzh_CN
dc.subjectMaterials sciencezh_CN
dc.subjectMechanical engineeringzh_CN
dc.subjectSeismologyzh_CN
dc.subjectWater levelszh_CN
dc.titleSeismic analysis of a water release integrated structure part II: Time history analysis of service bridge pier structurezh_CN
dc.typeConferencezh_CN


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