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Liu P X，Li X J，Zhou Z H. 2022. The effect analysis of ground motion station types on ground motion. Acta Seismologica Sinica，44（6）：1083−1098. DOI: 10.11939/jass.20210161
Citation: Liu P X，Li X J，Zhou Z H. 2022. The effect analysis of ground motion station types on ground motion. Acta Seismologica Sinica，44（6）：1083−1098. DOI: 10.11939/jass.20210161
shu

The effect analysis of ground motion station types on ground motion

  • 1.

    China Earthquake Disaster Prevention Center，Beijing 100029，China

  • 2.

    College of Architectural and Civil Engineering，Beijing University of Technology，Beijing 100124，China

  • 3.

    College of Transportation Engineering，Nanjing University of Technology，Nanjing 210009，China

More Information
  • Received Date: October 12, 2021
  • Revised Date: January 12, 2022
  • Available Online: December 11, 2022
  • Published Date: December 12, 2022
    Graphical Abstract
    • Abstract
  • Based on the concentrated mass explicit dynamic finite element method, we analyzes the effects of different observation house structures on free-field ground motion by taking the observation room structures as the control factor. The analysis models were established by testing the structure types of masonry observation house, semi-underground observation room and glass fiber reinforced plastics cover observation room. Moreover, the fixed observational test was carried out at the strong motion station of the Beijing National Earth Observatory. Based on the test record processing and the numerical simulation, the influence of the observation house structure on ground motion was analyzed. The results show that the influence of the observation room structure on ground motion is objective. Due to the difference of natural vibration period and volume of the observation room structures, the influence frequency band and the influence degree of different observation room on ground motion are also different. Compared with other structures, the influence frequency band of the glass fiber reinforced plastic cover on ground motion is narrow and the influence degree is the least.
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    • References (39)
  • 关慧敏,廖振鹏. 1997. 一种改善多次透射边界稳定性的措施[J]. 地震工程与工程振动,17(4):1–8. doi: 10.13197/j.eeev.1997.04.001
    Guan H M,Liao Z P. 1997. A method for eliminating instability of multi-transmitting boundary[J]. Earthquake Engineering and Engineering Vibration,17(4):1–8 (in Chinese).
    李小军. 2014. 地震预警系统建设技术指南[M]. 北京: 地震出版社: 1–57.
    Li X J. 2014. Technical Guideline for Construction of Earthquake Early Warning System[M]. Beijing: Seismological Press: 1–57 （in Chinese）.
    廖振鹏. 1984. 近场波动问题的有限元解法[J]. 地震工程与工程振动,4(2):1–14. doi: 10.13197/j.eeev.1984.02.005
    Liao Z P. 1984. A finite element method for near-field wave motion in heterogeneous materials[J]. Earthquake Engineering and Engineering Vibration,4(2):1–14 (in Chinese).
    廖振鹏,黄孔亮,杨柏坡,袁一凡. 1984. 暂态波透射边界[J]. 中国科学:A辑,(6):556–564.
    Liao Z P,Huang K L,Yang B P,Yuan Y F. 1984. Transient wave transmission boundary[J]. Science in China:Series A,(6):556–564 (in Chinese).
    廖振鹏,刘晶波. 1992. 波动有限元模拟的基本问题[J]. 中国科学:B辑,(8):874–882.
    Liao Z P,Liu J B. 1992. The basic problem of finite element simulation of wave[J]. Science in China:Series B,(8):874–882 (in Chinese).
    廖振鹏. 1996. 工程波动理论导引[M]. 北京: 科学出版社: 1–322.
    Liao Z P. 1996. Introduction to Wave Motion Theories in Engineering[M]. Beijing: Science Press: 1–322 （in Chinese）.
    廖振鹏. 1997. 近场波动的数值模拟[J]. 力学进展,27(2):193–212. doi: 10.6052/1000-0992-1997-2-J1998-197
    Liao Z P. 1997. Numerical simulation of near-field wave motion[J]. Advances in Mechanics,27(2):193–212 (in Chinese).
    刘宇实,师黎静. 2018. 基于地脉动谱比法的场地特征参数快速测定[J]. 振动与冲击,37(13):235–242. doi: 10.13465/j.cnki.jvs.2018.13.037
    Liu Y S,Shi L J. 2018. Site characteristic parameters’ quick measurement based on micro-tremor’s H/V spectra[J]. Journal of Vibration and Shock,37(13):235–242 (in Chinese).
    席兆凯,陈清军,姜文磊. 2017. 超高层建筑群对场地地脉动的影响[J]. 力学季刊,38(1):102–107. doi: 10.15959/j.cnki.0254-0053.2017.01.011
    Xi Z K,Chen Q J,Jiang W L. 2017. Effect of super-tall building group on site ground pulsation[J]. Chinese Quarterly of Mechanics,38(1):102–107 (in Chinese).
    谢志南,廖振鹏. 2008. 人工边界高频振荡失稳机理的一点注记[J]. 地震学报,30(3):302–306. doi: 10.3321/j.issn:0253-3782.2008.03.009
    Xie Z N,Liao Z P. 2008. A note for the mechanism of high-frequency instability induced by absorbing boundary conditions[J]. Acta Seismologica Sinica,30(3):302–306 (in Chinese).
    杨柏坡,陈庆彬. 1992. 显式有限元法在地震工程中的应用[J]. 世界地震工程,8(4):31–40.
    Yang B P,Chen Q B. 1992. Application of explicit finite element method in earthquake engineering[J]. World Earthquake Engineering,8(4):31–40 (in Chinese).
    中国地震局. 2005. 中国数字强震动台网技术规程[M]. 北京: 地震出版社: 6–7.
    China Earthquake Administration. 2005. Stipulation on China Digital Strong Motion Network[M]. Beijing: Seismological Press: 6–7 （in Chinese）.
    中国地震局. 2018. DB/T 17—2018地震台站建设规范:强震动台站[S]. 北京: 中国地震局: 2–3.
    China Earthquake Administration. 2018. DB/T 17-2018 Specification for the Construction of Seismic Station: Strong Motion Station[S]. Beijing: China Earthquake Administration: 2–3 （in Chinese）.
    中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 2016. GB 50011—2010 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社: 19–21.
    Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People’s Republic of China. 2010. GB 50011—2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture & Building Press: 19–21 （in Chinese）.
    周正华,廖振鹏. 2001. 消除多次透射公式飘移失稳的措施[J]. 力学学报,33(4):550–554. doi: 10.3321/j.issn:0459-1879.2001.04.015
    Zhou Z H,Liao Z P. 2001. A measure for eliminating drift instability of the multi-transmitting formula[J]. Acta Mechanica Sinica,33(4):550–554 (in Chinese).
    周正华,温瑞智,卢大伟,王玉石,李小军,于桦,龙承厚. 2010. 汶川地震中强震动台基墩引起的记录异常分析[J]. 应用基础与工程科学学报,18(2):304–312. doi: 10.3969/j.issn.1005-0930.2010.02.0014
    Zhou Z H,Wen R Z,Lu D W,Wang Y S,Li X J,Yu H,Long C H. 2010. Analysis on anomaly of accelerograms in the Wenchuan earthquake caused by the instrument pier[J]. Journal of Basic Science and Engineering,18(2):304–312 (in Chinese).
    Boore D M. 2004. Estimating ¯vS(30) (or NEHRP site classes) from shallow velocity models (depths＜30 m)[J]. Bull Seismol Soc Am,94(2):591–597. doi: 10.1785/0120030105
    Consortium of Organizations for Strong-Motion Observation Systems. 2001. Guidelines for Installation of Advanced National Seismic System Strong-Motion Reference Stations[R]. Berkeley: Pacific Earthquake Engineering Research Center, University of California.
    Crouse C B,Liang G C,Martin G R. 1984. Experimental study of soil-structure interaction at an accelerograph station[J]. Bull Seismol Soc Am,74(5):1995–2013. doi: 10.1785/BSSA0740051995
    Crouse C B,Hushmand B. 1989. Soil-structure interaction at CDMG and USGS accelerograph stations[J]. Bull Seismol Soc Am,79(1):1–14. doi: 10.1785/BSSA0790010001
    Liao Z P. 1998. A decoupling numerical simulation of wave motion[J]. Dev Geotech Eng,83:125–140.
    Parolai S,Bormann P,Milkereit C. 2002. New relationships between vS,thickness of sediments,and resonance frequency calculated by the H/V ratio of seismic noise for the cologne area (Germany)[J]. Bull Seismol Soc Am,92(6):2521–2527. doi: 10.1785/0120010248
    Wen K L,Peng H Y,Tsai Y B,et al. 2001. Why 1g was recorded at TCU129 site during the 1999 Chi-Chi,Taiwan,earthquake[J]. Bull Seismol Soc Am,91(5):1255–1266.
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