期刊文献+

An alternative construction of normalized seismic design spectra for near-fault regions 被引量:1

An alternative construction of normalized seismic design spectra for near-fault regions
下载PDF
导出
摘要 This paper presents a methodology for constructing seismic design spectra in near-fault regions. By analyzing the characteristics of near-fault pulse-type ground motions, an equivalent pulse model is proposed, which can well represent the characteristics of the near-fault forward-directivity and fling-step pulse-type ground motions. The normalized horizontal seismic design spectra for near-fault regions are presented using recorded near-fault pulse-type ground motions and equivalent pulse-type ground motions, which are derived based on the equivalent pulse model coupled with ground motion parameter attenuation relations. The normalized vertical seismic design spectra for near-fault regions are obtained by scaling the corresponding horizontal spectra with the vertical-to-horizontal acceleration spectral ratios of near-fault pulse-type ground motions. The proposed seismic design spectra appear to have relatively small dispersion in a statistical sense. The seismic design spectra for both horizontal and vertical directions can provide alternative spectral shapes for seismic design codes. This paper presents a methodology for constructing seismic design spectra in near-fault regions. By analyzing the characteristics of near-fault pulse-type ground motions, an equivalent pulse model is proposed, which can well represent the characteristics of the near-fault forward-directivity and fling-step pulse-type ground motions. The normalized horizontal seismic design spectra for near-fault regions are presented using recorded near-fault pulse-type ground motions and equivalent pulse-type ground motions, which are derived based on the equivalent pulse model coupled with ground motion parameter attenuation relations. The normalized vertical seismic design spectra for near-fault regions are obtained by scaling the corresponding horizontal spectra with the vertical-to-horizontal acceleration spectral ratios of near-fault pulse-type ground motions. The proposed seismic design spectra appear to have relatively small dispersion in a statistical sense. The seismic design spectra for both horizontal and vertical directions can provide alternative spectral shapes for seismic design codes.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2013年第3期351-362,共12页 地震工程与工程振动(英文刊)
基金 Special Scientific Research Fund of Earthquake Profession of China under Grant No.201208013 National Natural Science Foundation of China under Grant No.51238012
关键词 NEAR-FAULT pulse-type ground motion equivalent pulse model attenuation relation seismic design spectra near-fault pulse-type ground motion equivalent pulse model attenuation relation seismic design spectra
  • 相关文献

参考文献1

二级参考文献7

  • 1国家质量监督检验检疫总局,中华人民共和国建设部.2001.建筑抗震设计规范(GB50011-2001)[S].北京:中国建筑工业出版社.16-18.
  • 2李新乐.2005.近断层区桥梁结构的设计地震与抗震性能研究[D]:[学位论文].北京:北京交通大学:54-80.
  • 3Bertero V V.1976.Establishment of design earthquakes:Evaluation of present methods[C]//Proceedings International Symposium on Earthquake Structure Engineering,Vol.1,St.Louis:University of Missouri-Rolla:551-580.
  • 4Chopra A K,Chintanapakdee C.2001.Comparing response of SDOF systems to near-fault and far-fault earthquake motions in the context of spectral regions[J].Earthquake Engng Struct Dyn,30(12):1769-1789.
  • 5Chai Juin-Fu,Loh Chin-Hsiung,Chen Chao-Yu.2000.Consideration of the near-fault effect on seismic design code for sites near the Chelungpu Fault[J].Journal of Chinese Institute of Engineering,23(4):447-454.
  • 6International Council of Building Officials.1997.1997 Uniform Building Code[S].Whittier,California:International Conference of Building Officials,Vol.2:34-235.
  • 7Pacific Earthquake Engineering Research Center.2004.PEER Strong Motion Database[EB/OL].version 2.[2005-12-30].http:// peer.berkeley.edu/smcat.

共引文献1

同被引文献7

引证文献1

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