Seismic fragility analysis of critical facilities in communication base station based on shaking table test

被引:3
|
作者
Feng, Lifei [1 ]
Yang, Hanwen [1 ]
Chenxi, Mao [2 ]
Ou, Jinping [3 ]
机构
[1] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
[2] China Earthquake Adm, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, Harbin 150080, Peoples R China
[3] Dalian Univ Technol, Dept Civil Engn, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Seismic fragility; Shaking table test; Communication facility; Incremental dynamic analysis; Damage level and damage index; TOWERS;
D O I
10.1016/j.istruc.2023.03.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The seismic fragility analysis of communication equipment can be utilized for pre-earthquake disaster prediction and targeted improvement of their seismic performance; on the other hand, it can also serve as a basis for post -earthquake loss estimation. However, the failure modes of the critical facilities in the base station cannot be accurately predicted by performing finite element analysis. Therefore, this paper conducts the seismic fragility analysis for storage battery pack (SBP) and equipment cabinet (EC), commonly used in communication base stations, through the incremental dynamic analysis method based on the shaking table test. A total of two SBPs and three ECs with the same specification were included in this study. The seismic ground records were pro-cessed using amplitude modulation before being input into the shaking table for testing. Test phenomena were used to determine the damage level and damage index for SBP and EC. Based on the results of the incremental dynamic analysis of the shaking table test, the seismic fragility of the SBP and EC was assessed. It was found that the failure of SBP was due mainly to the collisions of storage batteries, while that of EC was caused primarily by excessive displacement response. The findings of this paper will contribute to the evaluation of the seismic performance of the overall communication system.
引用
收藏
页码:1726 / 1741
页数:16
相关论文
共 50 条
  • [1] Seismic fragility analysis of telecommunication cabinets based on shaking table tests
    Shang, Qingxue
    Han, Di
    Sun, Guoliang
    Ji, Shuqiang
    Zuo, Haopeng
    Wang, Tao
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2022, 54 (05): : 57 - 63
  • [2] Seismic Fragility Analysis of Freestanding Hospital Cabinets Based on Shaking Table Tests
    Shang, Qingxue
    Li, Jichao
    Du, Chunbo
    Wang, Tao
    JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (08) : 1993 - 2012
  • [3] Seismic Response Study of Cross-Interchange Subway Station Based on Shaking Table Test
    Wang, Guobo
    Jiang, Jiangang
    Wang, Jianning
    Yu, Xiaohui
    Ma, Shaokun
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2025,
  • [4] Shaking table test on seismic response of subway station structure in soft ground
    Chen Guo-xing
    Chen Su
    Zuo Xi
    Qi Cheng-zhi
    Du Xiu-li
    Wang Zhi-hua
    ROCK AND SOIL MECHANICS, 2016, 37 (02) : 331 - 342
  • [5] Shaking table test on seismic response characteristics of prefabricated subway station structure
    Tao, Lianjin
    Ding, Peng
    Shi, Cheng
    Wu, Xiaowa
    Wu, Shang
    Li, Sicheng
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 91
  • [6] Seismic fragility analysis of slopes based on large-scale shaking table model tests
    Hu, Hongqiang
    Bao, Yangjuan
    Guo, Xiaopeng
    ENGINEERING GEOLOGY, 2024, 333
  • [7] Seismic performance analysis of Venlo greenhouse in shaking table test
    He B.
    Li W.
    Zhang J.
    Fan Q.
    Cheng C.
    Nongye Gongcheng Xuebao/Transactions of the Chinese Society of Agricultural Engineering, 2023, 39 (23): : 196 - 203
  • [8] Shaking table test of the effect of an enclosure structure on the seismic performance of a prefabricated subway station
    Tao, Lianjin
    Shi, Cheng
    Ding, Peng
    Yang, Xiuren
    Bao, Yan
    Wang, Zhigang
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2022, 125
  • [9] Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground
    Chen, Guoxing
    Wang, Zhihua
    Zuo, Xi
    Du, Xiuli
    Gao, Hongmei
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (10): : 1489 - 1507
  • [10] Seismic Vulnerability Analysis of Steel Damping Slide Bearing Based on Shaking Table Test
    Xia Z.
    Lin Y.
    Zhang J.
    Peng W.
    Tiedao Xuebao/Journal of the China Railway Society, 2021, 43 (03): : 158 - 165