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Seismic analysis of a water release integrated structure part II: Time history analysis of service bridge pier structure

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Date
2014
Author
Wang, Yong
Xuan, Jun Chang
Sun, Ming
Dong, Bo Ya
董博雅
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  • 建筑土木-会议论文 [108]
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Abstract
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. ? (2014) Trans Tech Publications, Switzerland.
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Conference 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.
Citation
Applied Mechanics and Materials, 2014,470:934-937
URI
https://dspace.xmu.edu.cn/handle/2288/85530

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