Han M,Jiang J W,Du H K,Zhao M H. 2022. Effect of pulse characteristics of near-fault ground motions on the response of equipment-structure coupled isolation system. Acta Seismologica Sinica44(5):891−902. DOI: 10.11939/jass.20220129
Citation: Han M,Jiang J W,Du H K,Zhao M H. 2022. Effect of pulse characteristics of near-fault ground motions on the response of equipment-structure coupled isolation system. Acta Seismologica Sinica44(5):891−902. DOI: 10.11939/jass.20220129

Effect of pulse characteristics of near-fault ground motions on the response of equipment-structure coupled isolation system

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  • Received Date: July 18, 2022
  • Revised Date: August 21, 2022
  • Available Online: September 08, 2022
  • Published Date: September 14, 2022
  • Based on the model of equipment-structure coupled isolation system, 50 near-fault pulse-like seismic waves were selected and the effect of period ratio TP/T (the ratio of the pulse period to the basic period of the structure) and pulse energy on the structural response was analyzed using TP/T=1 as the dividing line; and the relationships between the displacement ratio of isolation layer and the period ratio and pulse energy were fitted while the zero-crossing times is not less than 5. The analyses show that the influence of pulse characteristics on the structure is mainly related to the period ratio TP/T and the pulse energy, while the influence of the zero-crossing times of the acceleration curve corresponding to the velocity pulse needs to be considered. Furthermore, the equipment response is directly related to the top floor acceleration, but there is no significant direct correlation with the pulse characteristics of near-fault ground motions.
  • 国巍,李宏男. 2008. 多维地震作用下偏心结构楼板谱分析[J]. 工程力学,25(7):125–132.
    Guo W,Li H N. 2008. Floor response spectrum of eccentric structure to two-dimensional earthquake[J]. Engineering Mechanics,25(7):125–132 (in Chinese).
    韩淼,王亮. 2005. 考虑耦联影响的二次结构体系减震分析[J]. 世界地震工程,21(1):42–46. doi: 10.3969/j.issn.1007-6069.2005.01.008
    Han M,Wang L. 2005. Seismic analysis of secondary systems considering coupling effect[J]. World Earthquake Engineering,21(1):42–46 (in Chinese).
    胡聿贤. 2006. 地震工程学[M]. 北京: 地震出版社: 103–104.
    Hu Y X. 2006. Earthquake Engineering[M]. Beijing: Seismological Press: 103–104 (in Chinese).
    李杰,陈淮,孙增寿. 2003. 结构-设备动力相互作用试验研究[J]. 工程力学,20(1):157–161. doi: 10.3969/j.issn.1000-4750.2003.01.031
    Li J,Chen H,Sun Z S. 2003. Shaking table tests on spatial structure-equipment model systems[J]. Engineering Mechanics,20(1):157–161 (in Chinese).
    李爽,谢礼立. 2007. 近场问题的研究现状与发展方向[J]. 地震学报,29(1):102–111. doi: 10.3321/j.issn:0253-3782.2007.01.012
    Li S,Xie L L. 2007. Progress and trend on near-field problems in civil engineering[J]. Acta Seismologica Sinica,29(1):102–111 (in Chinese).
    李小军,贺秋梅,张慧颖,雷墉. 2018. 地震动速度脉冲对不同高宽比基础隔震结构抗震性能的影响[J]. 建筑结构学报,39(1):35–42.
    Li X J,He Q M,Zhang H Y,Lei Y. 2018. Effects of velocity pulse of ground motion on seismic capacity of base-isolated structures with different height-to-width ratios[J]. Journal of Building Structures,39(1):35–42 (in Chinese).
    刘启方. 2005. 基于运动学和动力学震源模型的近断层地震动研究[D]. 哈尔滨: 中国地震局工程力学研究所: 19–41.
    Liu Q F. 2005. Studies on Near-Fault Ground Motions Based on Kinematic and Dynamic Source Models[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 19–41 (in Chinese).
    潘毅,时胜杰,常志旺,胡思远. 2018. 近断层脉冲地震动对基础隔震结构放大效应的量化分析[J]. 土木工程学报,51(11):8–16.
    Pan Y,Shi S J,Chang Z W,Hu S Y. 2018. Quantitative study on amplification effect of base-isolated structures subjected to near-fault pulse-like ground motions[J]. China Civil Engineering Journal,51(11):8–16 (in Chinese).
    谭潜,李英民,向渊明,罗文文,卜长明,王丽萍. 2019. 远场长周期地震动特征[J]. 地震工程与工程振动,39(5):177–188. doi: 10.13197/j.eeev.2019.05.177.tanq.018
    Tan Q,Li Y M,Xiang Y M,Luo W W,Bu C M,Wang L P. 2019. Study on characteristics of far-field long period ground motion[J]. Earthquake Engineering and Engineering Dynamics,39(5):177–188 (in Chinese).
    徐龙军,谢礼立. 2005. 集集地震近断层地震动频谱特性[J]. 地震学报,27(6):656–665. doi: 10.3321/j.issn:0253-3782.2005.06.010
    Xu L J,Xie L L. 2005. Characteristics of frequency content of near-fault ground motions during the Chi-Chi earthquake[J]. Acta Seismologica Sinica,27(6):656–665 (in Chinese).
    杨迪雄,李刚,程耿东. 2005. 近断层脉冲型地震动作用下隔震结构地震反应分析[J]. 地震工程与工程振动,25(2):119–124.
    Yang D X,Li G,Cheng G D. 2005. Seismic analysis of base-isolated structures subjected to near-fault pulse-like ground motions[J]. Earthquake Engineering and Engineering Vibration,25(2):119–124 (in Chinese).
    Anderson J C,Bertero V V. 1987. Uncertainties in establishing design earthquakes[J]. J Struct Eng,113(8):1709–1724. doi: 10.1061/(ASCE)0733-9445(1987)113:8(1709)
    Baker J W. 2007. Quantitative classification of near-fault ground motions using wavelet analysis[J]. Bull Seismol Soc Am,97(5):1486–1501. doi: 10.1785/0120060255
    Bray J D,Rodriguez-Marek A. 2004. Characterization of forward-directivity ground motions in the near-fault region[J]. Soil Dyn Earthq Eng,24(11):815–828. doi: 10.1016/j.soildyn.2004.05.001
    Hall J F,Heaton T H,Halling M W,Wald D J. 1995. Near-source ground motion and its effects on flexible buildings[J]. Earthq Spectra,11(4):569–605. doi: 10.1193/1.1585828
    Loh C H,Wan S,Liao W I. 2002. Effects of hysteretic model on seismic demands:Consideration of near-fault ground motions[J]. Struct Design Tall Build,11(3):155–169. doi: 10.1002/tal.182
    Makris N,Chang S P. 2000. Effect of viscous,viscoplastic and friction damping on the response of seismic isolated structures[J]. Earthq Eng Struct Dyn,29(1):85–107. doi: 10.1002/(SICI)1096-9845(200001)29:1<85::AID-EQE902>3.0.CO;2-N
    Mavroeidis G P,Papageorgiou A S. 2003. A mathematical representation of near-fault ground motions[J]. Bull Seismol Soc Am,93(3):1099–1131. doi: 10.1785/0120020100
    Oropeza M,Favez P,Lestuzzi P. 2010. Seismic response of nonstructural components in case of nonlinear structures based on floor response spectra method[J]. Bull Earthq Eng,8(2):387–400. doi: 10.1007/s10518-009-9139-0
    Rodriguez-Marek A. 2000. Near-Fault Seismic Site Response[D]. Berkeley: University of California: 103–198.
    Shahi S K,Baker J W. 2014. An efficient algorithm to identify strong-velocity pulses in multicomponent ground motions[J]. Bull Seismol Soc Am,104(5):2456–2466. doi: 10.1785/0120130191
    Vassiliou M F,Makris N. 2011. Estimating time scales and length scales in pulselike earthquake acceleration records with wavelet analysis[J]. Bull Seismol Soc Am,101(2):596–618. doi: 10.1785/0120090387
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