期刊文献+

基础隔震结构等效线性化方法研究 被引量:5

Research on Equivalent Linearization Methods for Base-isolated Structures
下载PDF
导出
摘要 比较了8种基于非退化双线性模型的等效线性化方法,评价它们的等效周期、阻尼比、对位移反应的估计精度以及估计精度对模型参数的敏感性。结果表明,各种方法的估计精度受模型参数的影响明显,结合基础隔震结构的特征,建议在其反应谱分析方法中采用JPWRI法或Hwang法。另外,本文提出割线刚度-平均阻尼法和考虑初始周期影响的修正割线刚度-平均阻尼法,从而实现在更广的模型参数范围内给出更高的估计精度。 Eight equivalent linearization methods based on the non-degenerate bilinear model are compared in this paper. The equivalent periods, damping ratios, displacement response estimation accuracy and parameter sensitivity are evaluated. It is found that model parameters have significant effects on the estimation accuracy of each method. The JPWRI method and Hwang method are recommended in the response spectrum analysis method of base-isolated structures. The Secant Stiffness-Average Damping method and Modified Secant Stiffness-Average Damping method are proposed in order to provide more accurate estimation in the wider range of model parameters.
出处 《工程抗震与加固改造》 北大核心 2012年第3期89-96,共8页 Earthquake Resistant Engineering and Retrofitting
关键词 基础隔震结构 等效线性化方法 反应谱分析方法 base-isolated structures equivalent linearization methods response spectrum analysis method
  • 相关文献

参考文献18

  • 1Skinner R I, Robinson W H, Mcverry G H. An Introduction to Seismic Isolation [ M ]. London: John Willey & Sons Ltd. , 1993.
  • 2日本建筑学会著.隔震结构设计[M].刘文光译,冯德民校.北京:地震出版社,2006.
  • 3Jacobsen L S. Steady Forced Vibrations as Influenced by Damping[ J ]. Transactions, ASME, 1930,52 : 169 - 181.
  • 4Jacobsen L S. Damping in Composite Structures [ A ]. Proceedings of the 2nd World Conference on Earthquake Engineering[ C ] , 1960,2 : 1029 - 1044.
  • 5Rosenblueth E, Herrera I. On a kind of Hysteretic Damping [ J ]. Journal of Engineering Mechanics Division, ASCE, 1964,90 ( 4 ) :37 - 48.
  • 6Miranda E, Jorge R G. Evaluation of Approximate Methods to Estimate Maximum Inelastic Displacement Demands [ J ]. Earthquake Engineering and Structural Dynamics, 2002,31 ( 3 ) : 539 - 560.
  • 7Akkar S D, Approximate Miranda E Methods Statistical Evaluation of for Estimating Maximum Deformation Demands on Existing Structrues [ J ] Journal of Structural Engineering, ASCE,2005,131 ( 1 ) 160 - 172.
  • 8李妍,吴斌,欧进萍.弹塑性结构等效线性化方法的对比研究[J].工程抗震与加固改造,2005,27(1):1-6. 被引量:18
  • 9Giilkan P, Sozen M. Inelastic Response of Reinforced Concrete Structures to Earthquakes Motions [ J ]. ACI Journal, 1974,71:604 - 610.
  • 10Iwan W D,Gates N C. Estimating Earthquake Response of Simple Hysteretic Structures [ J ]. Journal of the Engineering Mechanics Divesion, ASCE, 1979, 105 (EM3) :391 -405.

二级参考文献13

  • 1欧进萍,吴波.被动耗能减振系统的研究与应用进展[J].地震工程与工程振动,1996,16(3):72-96. 被引量:56
  • 2.[EB/OL].http://peer. berkeley. edu/smcat/search. html,.
  • 3FEMA274, 1997, NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings[R]. Federal Emergency Management Agency, Washington, D.C.
  • 4Rosenblueth E, Herrera I. On a kind of hysteretic damping [J]. Journal of Engineering Mechanics Division, ASCE,1964:37~48.
  • 5Iwan W D, Gates N C. Estimating Earthquake Response of Simple Hysteretic Structures[J]. Journal of the Engineering Mechanics Divesion, ASCE, 1979,105(3):391~405.
  • 6Eduardo Miranda and Jorge Ruiz-Garcia. Evaluation of approximate meth - ods to estimate maximum inelastic displacement demands[J]. Earthquake Engineering and Structural Dynamics, 2002: 539~560.
  • 7Hwang J S. Evaluation of Equivalent Linear Analysis Methods of Bridge Isolation [ J ]. Journal of Structural Engineering,ASCE, 1996,122(8) :872 ~ 976.
  • 8欧进萍,地震工程与工程振动,1998年,18卷,1期
  • 9欧地萍,结构随机振动,1998年
  • 10团体著者,高层建筑结构设计与施工规程,1992年

共引文献153

同被引文献29

引证文献5

二级引证文献12

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