Dynamic Response of Base-Isolated Concrete Rectangular Liquid-Storage Structure Under Large Amplitude Sloshing

doi:10.1515/ace-2017-0003

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	Dynamic Response of Base-Isolated Concrete Rectangular Liquid-Storage Structure Under Large Amplitude Sloshing
	Cheng, Xuansheng 2; Li, De 1; Li, Peijiang 2; Zhang, Xiaoyan 1; Li, Guoliang 1
刊名	Archives of Civil Engineering
	2017-03-28
卷号	63 期号:1 页码:33-45
关键词	Concretes Control nonlinearities Dynamic response Liquid sloshing Seismology Walls (structural partitions) Water waves Bernoulli equations Large-amplitude sloshing Liquid storage nonlinearity Seismic fortification intensity Seismic intensity Wave heights
ISSN号	12302945
DOI	10.1515/ace-2017-0003
英文摘要	Considering concrete nonlinearity, the wave height limit between small and large amplitude sloshing is defined based on the Bernoulli equation. Based on Navier-Stokes equations, the mathematical model of large amplitude sloshing is established for a Concrete Rectangle Liquid-Storage Structure (CRLSS). The results show that the seismic response of a CRLSS increases with the increase of seismic intensity. Under different seismic fortification intensities, the change in trend of wave height, wallboard displacement, and stress are the same, but the amplitudes arc not. The areas of stress concentration appear mainly at the connections between the wallboards, and the connections between the wallboard and the bottom. © Polish Academy of Sciences 2017.
WOS研究方向	Engineering
语种	英语
出版者	De Gruyter Open Ltd
WOS记录号	WOS:000405513200003
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/114280]
专题	土木工程学院
作者单位	1.Lanzhou University of Technology, Lanzhou; 730050, China 2.Lanzhou University of Technology, Faculty of Civil Engineering, Lanzhou; 730050, China;
推荐引用方式 GB/T 7714	Cheng, Xuansheng,Li, De,Li, Peijiang,et al. Dynamic Response of Base-Isolated Concrete Rectangular Liquid-Storage Structure Under Large Amplitude Sloshing[J]. Archives of Civil Engineering,2017,63(1):33-45.
APA	Cheng, Xuansheng,Li, De,Li, Peijiang,Zhang, Xiaoyan,&Li, Guoliang.(2017).Dynamic Response of Base-Isolated Concrete Rectangular Liquid-Storage Structure Under Large Amplitude Sloshing.Archives of Civil Engineering,63(1),33-45.
MLA	Cheng, Xuansheng,et al."Dynamic Response of Base-Isolated Concrete Rectangular Liquid-Storage Structure Under Large Amplitude Sloshing".Archives of Civil Engineering 63.1(2017):33-45.