Effects of base isolation on seismic response of concrete rectangular tank | |
Cheng, Xuansheng; Chen, Wenjun; Zhu, Haiyan | |
2015 | |
发表期刊 | Electronic Journal of Geotechnical Engineering |
卷号 | 20期号:8页码:2149-2166 |
摘要 | Assuming that the liquid is incompressible, and considering the effect of the surface gravity wave of the liquid, the liquid sloshing height, wallboard displacement, equivalent stress equiv-alent strain, and the seismic response at different height of liquid level through setting up the dynamic finite element model of the liquid -solid interaction about the over-ground concrete rectangular tanks of seismic isolation and non-seismic isolation. According to the comparison analysis: the isolation pad markedly reduces the liquid sloshing height; the peak wallboard dis-placement and stress increase with the increase of earthquake intensity, and the peak wallboard displacement, and stress of liquid-storage structure under seismic load are much lower than that of tank under non-seismic isolation; the liquid sloshing amplitude increases with the de-crease of liquid level height; generally speaking, the wallboard displacement decreases with the reduction of the liquid level height; in the case of non-seismic isolation, the lower the stress is, the less the liquid is; while in the case of seismic isolation, the lower the stress is, the more the liquid is. © 2015 ejge. |
关键词 | Building materials Concretes Earthquakes Finite element method Gravity waves Liquid sloshing Reinforced concrete Seismic response Seismology Tanks (containers) Walls (structural partitions) Comparison analysis Different heights Dynamic finite element model Earthquake intensity Liquid-solid interaction Rectangular tank Seismic isolation Surface gravity waves |
收录类别 | EI |
语种 | 英语 |
出版者 | E-Journal of Geotechnical Engineering |
EI入藏号 | 20151900837651 |
EI主题词 | Liquids |
EI分类号 | 402 Buildings and Towers - 408 Structural Design - 412 Concrete - 484 Seismology - 484.1 Earthquake Measurements and Analysis - 619.2 Tanks - 631.1 Fluid Flow, General - 921.6 Numerical Methods - 931.2 Physical Properties of Gases, Liquids and Solids - 931.5 Gravitation, Relativity and String Theory |
来源库 | Compendex |
分类代码 | 402 Buildings and Towers - 408 Structural Design - 412 Concrete - 484 Seismology - 484.1 Earthquake Measurements and Analysis - 619.2 Tanks - 631.1 Fluid Flow, General - 921.6 Numerical Methods - 931.2 Physical Properties of Gases, Liquids and Solids - 931.5 Gravitation, Relativity and String Theory |
文献类型 | 期刊论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/112809 |
专题 | 土木工程学院 |
作者单位 | School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China |
第一作者单位 | 土木工程学院 |
第一作者的第一单位 | 土木工程学院 |
推荐引用方式 GB/T 7714 | Cheng, Xuansheng,Chen, Wenjun,Zhu, Haiyan. Effects of base isolation on seismic response of concrete rectangular tank[J]. Electronic Journal of Geotechnical Engineering,2015,20(8):2149-2166. |
APA | Cheng, Xuansheng,Chen, Wenjun,&Zhu, Haiyan.(2015).Effects of base isolation on seismic response of concrete rectangular tank.Electronic Journal of Geotechnical Engineering,20(8),2149-2166. |
MLA | Cheng, Xuansheng,et al."Effects of base isolation on seismic response of concrete rectangular tank".Electronic Journal of Geotechnical Engineering 20.8(2015):2149-2166. |
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