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《Sichuan Building Science》 2013-04
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Seismic analysis of cooling tower under near-fault ground motions

LI Hui1,ZHANG Junfa2(1.Shanxi Railway Institute,Weinan 714000,China;2.School of Civil Engineering and Architecture,Xi'an University of Technology,Xi'an 710048,China)  
According to characteristics of near-fault ground motions,A 3D finite element model is established for cooling tower in power plant.Multi-strip seismic motion record is selected for inputs.Seismic analysis has been made for cooling tower by time history analysis method.Results has been analyzed under input of velocity pulse records and no velocity pulse records,comparative analysis has been made for results under general seismic action,indicating that this kind of structures are sensitive under the near-fault earthquake motion effect.The influence degree under seismic damage was even larger in near fault area.
【Fund】: 陕西铁路工程职业技术学院科学研究基金项目(2011-38)
【CateGory Index】: TU352.12
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