期刊文献+

近断层脉冲型地震动功率谱特性分析 被引量:6

Characteristic analysis of power spectrum for near-fault impulse type ground motion
下载PDF
导出
摘要 计算分析了近断层脉冲型和无脉冲地震动的功率谱特性。与远场地震动相比,近断层脉冲型地震动的功率谱峰值最大,且在低频处能量集中,符合其长周期分量丰富和幅值大的特点;无脉冲地震动的功率谱峰值次之,对应的卓越频率大于脉冲型地震动功率谱的卓越频率,但仍小于远场地震动功率谱的卓越频率。建立了一种新的功率谱模型以拟合近断层地震动的平均功率谱,并得到了谱强度因子关于震源幅值系数、传播介质衰减系数和震中距的表达式。最后,从新的视角对近断层和远场地震动功率谱卓越频率产生差异的原因进行了诠释。 The power spectral density (PSD) of near-fault impulse type and non-impulse type ground motions were computed and analyzed. Compared with the far-field ground motions, the near-fault impulse type ground motions has the maximum power spectrum peak value and more energy concentration in the low-frequency region, which is consistent with the properties of abundant long-period contents and large amplitudes. Meanwhile, the non-pulse ground motions has the medium power spectrum peak value and its corresponding dominant frequency is greater than that of impulsive one but still less than that of far-field ground motion. Moreover, a new power spectrum model was established to fit the average power spectrum of near-fault ground motions, and the expression of spectral intensity factor with respect to the seismic source amplitude coefficient, the propagation medium attenuation coefficient and epicentral distance was achieved. Finally, the reason for the difference of dominant frequency of power spectrum between near-fauh and far-field ground motions was illustrated from a new perspective.
出处 《世界地震工程》 CSCD 北大核心 2017年第1期18-26,共9页 World Earthquake Engineering
基金 山东省自然科学基金(2015ZRB019JS) 国家自然科学基金项目(51478086 11332004)
关键词 近断层地震动 脉冲型地震动 功率谱特性 卓越频率 谱强度因子 near-fauh ground motion impulse type ground motion characteristics of power spectrum dominant frequency spectral intensity factor
  • 相关文献

参考文献5

二级参考文献60

  • 1欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程振动,1990,10(4):27-37. 被引量:76
  • 2吕红山,赵凤新.适用于中国场地分类的地震动反应谱放大系数[J].地震学报,2007,29(1):67-76. 被引量:129
  • 3李杰,艾晓秋.基于物理的随机地震动模型研究[J].地震工程与工程振动,2006,26(5):21-26. 被引量:56
  • 4Housner G W. Characteristics of strong-motion earthquakes. Bull Seismol Society Am, 1947, 37:19-27.
  • 5Douglas J, Aochi H. A survey of techniques for predicting earthquake ground motion for engineering purpose. Surv Geophys, 2008, 29 187-220.
  • 6Kanai K. Semi-empirical formula for the seismic characteristics of the ground. Bull Earthquake Res Inst, 1957, 35:309-325.
  • 7Kanai K. An empirical formula for the spectrum of strong earthquake motions. Bull Earthquake Res Inst, 1961, 39:85-95.
  • 8Ruiz P T, Penzien J. Probabilistic study of the behavior of structures during earthquakes. UCB/EERC-69/03, 1969.
  • 9Boore D M. Simulation of ground motion using the stochastic method. Pure Appl Geophys, 2003, 160:635-676.
  • 10Aki K, Richards P G. Quantitative Seismology Theory and Methods. San Francisco: W. H. Freeman and Company, 1980. 9-35.

共引文献302

同被引文献71

引证文献6

二级引证文献9

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