期刊文献+

工程地震动模拟研究综述 被引量:9

Review and prospects on the simulation research of engineering earthquake ground motion
下载PDF
导出
摘要 地震动时程输入是结构抗震设计发展的必然要求,工程地震动模拟则是确定输入时程的主要方法。以研究满足工程需要的地震动模拟技术为宗旨,阐述了工程界合成地震动的历史与现状,以及地震学方法的工程应用,并总结出相关方法的特点和适用性。最后结合工程应用的特点,对工程地震动合成的发展方向进行了展望。 Aseismic design for important structure demands time history input of seismic waves,which usually can be obtained by earthquake ground motion simulation.With the purpose of finding out perfect artificial wave for engineering design,the earthquake simulation methods are reviewed in the field of engineering,and the earthquake simulation methods are applied to engineering.At the same time the characteristic and the applicability of each method are indicated.Finally,the tendency of earthquake simulation is disc...
出处 《世界地震工程》 CSCD 北大核心 2008年第2期150-157,共8页 World Earthquake Engineering
基金 国家自然科学基金重点项目(90510017)
关键词 时程输入 地震动模拟 time history input earthquake ground motion simulation
  • 相关文献

参考文献55

  • 1李英民 赖明 白绍良.从结构抗震设计理论看地震动输入.工程力学,2002,:549-554.
  • 2李英民,赖明.工程地震动模型化研究综述及展望(Ⅰ)──概述与地震学模型[J].重庆建筑大学学报,1998,20(2):73-80. 被引量:11
  • 3[5]Housner G W.Characteristics of strong motion earthquake[J].Bulletin of the Seismological Society of America,1947,37(1):19-31.
  • 4[6]Goodman L E,Rosenblueth E,Newmark N M.Aseismic design of firmly founded elastic structures[J].Transactions ASCE,1955,120:782-802.
  • 5[7]Housner G W.Properties of strong motion earthquake[J],Bulletin of the Seismological Society of America,1955,45(3):197-218.
  • 6[8]Lin Y K.Probabilistic Theory of Structural Dynamics[M].New York:1967.67-95.
  • 7[9]Kanai K.Semi-empirical formula for the seismic characteristics of the ground[J].Bulletin of the Earthquake Research Institute,University of Tokyo,1957,35(2):309-325.
  • 8[10]Tajimi H.A Statistical Method of Determining the Maximum Response of a Building during Earthquake[C]//Proceedings of the Second World Conference on Earthquake Engineering,Japan:Tokyo,1960,2:781-798.
  • 9[11]Barstein M F.Application of probability methods for design the effect of seismic forces on engineering structure[C]//Proceedings of the Second World Conference on Earthquake Engineering,Tokyo,Japan,1960:1467-1482.
  • 10欧进萍,牛荻涛,杜修力.设计用随机地震动的模型及其参数确定[J].地震工程与工程振动,1991,11(3):45-54. 被引量:178

二级参考文献17

  • 1赵凤新,胡聿贤.地震动非平稳性与幅值谱和相位差谱的关系[J].地震工程与工程振动,1994,14(2):1-6. 被引量:79
  • 2金星,廖振鹏.地震动强度包线函数与相位差谱频数分布函数的关系[J].地震工程与工程振动,1990,10(4):20-26. 被引量:16
  • 3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:75
  • 4Priestley M B. 1981. SpectralAnalysis and Time Series[M]. London: Academic Press, 243~252.
  • 5Saragoni G R, Hart G C. 1974. Simulation of artificial earthquakes[J]. Earthq Eng Struc Dynam, 2(3): 249~267.
  • 6Amin M,Ang A H S.1 968.Nonstationary stochastic modelsof earthquake[J].JEng Mech,ASCE,94(2):559~583.
  • 7Ohsaki Y. 1979. On the significance of phase contents in earthquake ground motions[J]. Earthq Eng Struc Dynam,7(5) .. 427~439.
  • 8Priestley M B. 1965. Evolutionary spectra and non-stationary processes[J]. J Roy Stat Soc, Series B, 27(2): 204~237.
  • 9Priestley M B. 1967. Power spectral analysis of non-stationary random processes[J]. J Sound Vibra, 6(1): 86~97.
  • 10Shinozuka M, Deodatis G. 1991. Simulation of stochastic processes by spectral representation[J]. Appl Mech Rev,44(4): 191~204.

共引文献300

同被引文献124

引证文献9

二级引证文献30

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