期刊文献+

基于三角函数的脉冲型近场地震动的近似模型 被引量:9

An analytical model for approximating pulse-like near-fault ground motions
下载PDF
导出
摘要 对用于模拟脉冲型地震动的Makris模型的适用性进行了评价,通过对脉冲周期的计算方法的比较分析,发现从该模型推导的由实测最大位移和最大速度计算得到的周期过小估计了近场地震动的脉冲周期。考虑地震动正负速度幅值的不同,提出了一种新的基于三角函数的脉冲型近场地震动的近似模型,该模型用于具有单循环的脉冲型地震动,可模拟位移完全不复位、完全复位和部分复位的地震动。通过比较实测地震动和近似模型的时程曲线和反应谱,证明新模型具有较好的适用性。 Analytical models based on trigonometric functions are used to describe the pulse-like near-fault ground motions, and Makris model is one of the typical. In this paper, the Makris model was investigated first. It is found that the pulse period obtained analytically from the peak displacement and peak velocity underestimates the predominant period of the record. A new analytical approximation model was proposed to consider the difference of maximum and minimum velocity in the main cycle of velocity time history. The model could be applied to simulate those one-cycle pulse ground motions, including the motions with forward displacement, forward-backward displacement and forward-partially backward displacement. Examples were also presented to show that the new approximation model was useful to simulate the one-cycle pulse type ground motions. © 2017, Editorial Office of Journal of Vibration and Shock. All right reserved.
出处 《振动与冲击》 EI CSCD 北大核心 2017年第4期208-213,共6页 Journal of Vibration and Shock
基金 国家自然科学基金(51208405)
  • 相关文献

参考文献2

二级参考文献19

  • 1Alavi B, Krawinkler H. 2000. Consideration of near-fault ground motion effects in seismic design[A]. Proc 12th World Conference on Earthquake Engineering[C]. Auckland, New Zealand: The New Zealand Society for Earthquake Engineering, No. 2 665
  • 2Bertero V V, Mahin S A, Herrera R A. 1977. Problems in prescribing reliable design earthquake[A]. Proceedings 6th World Conference on Earthquake Engineering[C]. New Dethi India: New Dethi Earthquake Commission, 1 741~1746
  • 3Campbell K W. 1981. Near source attenuation of peak horizontal acceleration[J]. Bull Seism Soc Amer, 71(6): 2 039-2 070
  • 4Menun C, Fu Qiang . 2002. An analytical model for near-fault ground motions and the response of SDOF systems[A].In: Earthquake Engineering Research Institute eds. Seventh U S National Conference on Earthquake Engineering[C]. Boston, Massachusetts: Mira Di
  • 5Makris N, Roussos Y. 1998. Rocking response and overturning of equipment under horizontal pulse-type motion[R].PEER Report 1998 05. Berkeley: College of Engineering University of California, 1-81
  • 6Rodriguez-Marek A, Bray J D, Abrahamson N A. 2001. An empirical geotechnical seismic site response procedure[J].Earthquake Spectra, 17(1): 65-87
  • 7Somerville P G. 1998. Development of an improved ground motion representation for near fault ground motions[R].SMIP98 Seminar on Utilization of Strong Motion Data, Oakland, CA
  • 8Bray J D,Rodriguez-Marek A.2004.Characterization of forward-directivity ground motions in the near-fault region[J].Soil Dyn Earthq Eng,24:815-828.
  • 9Clough R,Penzien J.1993.Dynamics of Structures,2nd edition[M].New York:McGraw-Hill,Inc:598-609.
  • 10Makris N,Black B.2003.Dimensional Analysis of Inelastic Structures Subjected to Near Fault Ground Motions[R].Berkeley,Californai:Earthquake Engineering Research Center,University of California,UCB/EERC 2003-05:7-15.

共引文献62

同被引文献71

引证文献9

二级引证文献23

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部