State-of-the-Art Review on the Seismic Performance Assessment of On-Ground Steel Cylindrical Tanks

被引:3
|
作者
Razzaghi, Mehran S. [1 ]
机构
[1] Islamic Azad Univ, Qazvin Branch, Dept Civil Engn, Qazvin 341851416, Iran
来源
VIBRATION | 2023年 / 6卷 / 03期
关键词
seismic performance; buckling; steel tanks; uplift; fragility; LIQUID STORAGE TANKS; FLUID-STRUCTURE INTERACTION; BASE-UPLIFTING ANALYSIS; FINITE-ELEMENT ANALYSIS; FREE-VIBRATION ANALYSIS; LOW-CYCLE FATIGUE; DYNAMIC CHARACTERISTICS; NUMERICAL EVALUATION; BEAM MODEL; EARTHQUAKE;
D O I
10.3390/vibration6030031
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Steel cylindrical tanks are vital structures for storing various types of liquid in industrial plants or as a component in a water distributing system. As they sometimes are used to store toxic, flammable, and explosive material, their inapt performance during an earthquake may lead to catastrophic consequences. Therefore, practicing engineers, researchers, and industry owners are concerned about their structural safety. Meanwhile, the seismic performance of liquid storage tanks is rather complex. Thus, this subject has garnered many researchers' interest in the past decades. This paper aims to briefly review the most significant studies on the seismic performance of on-ground steel cylindrical tanks. It focuses on analytical approaches and does not include experimental and on-site ones. Finally, the new horizons for the seismic performance assessment of such structures are presented herein.
引用
收藏
页码:494 / 511
页数:18
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