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增量动力分析中的恢复力模型研究 被引量：2

STUDY ON RESTORING FORCE MODELS OF INCREMENTAL DYNAMIC ANALYSIS
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摘要 简述了增量动力分析(IDA)方法的基本原理,编制了IDA的计算程序,结合桥墩的抗震性能评估,研究了恢复力模型对评估结果的影响。 The fundamental of Incremental Dynamic Analysis （IDA） is introduced in this paper, and the seismic performance assessment of bridge piers is coded. How the restoring force models influence the result of performance assessment is studied.
作者 彭成明
机构地区 同济大学桥梁工程系
出处 《低温建筑技术》 2007年第6期84-86,共3页 Low Temperature Architecture Technology
关键词 增量动力分析 恢复力模型 抗震性能评估 incremental dynamic analysis restoring force model seismic performance assessment
分类号 TU311.3 [建筑科学—结构工程]
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参考文献2

  • 1Vamvatsikos D. Seismic performance, capacity and reliability of struc-tures as seen through incremental dynamics analysis[J]. Ph D Dissertation, Departhment of Civil and Environmental Eng., Stanford University, 2002. 被引量：1
  • 2FEMA273. NEHRP guidelines for the seismic rehabilitation of buildings[ S ]. FEMA 274, Commentary, Washington (DC) : Fed- eral Emergency Management Agency, 1996. 被引量：1

同被引文献34

  • 1张守斌,聂昊.增量动力分析方法及其在性能评估中的应用[J].工程建设与设计,2007(6):33-35. 被引量：4
  • 2Vamvatsikos D, Cornell C A. Incremental dynamic analysis[J]. Earthquake Engineering and Structural Dynamics, 2002,31 (3) : 491. 被引量：1
  • 3Bertero V V. Strength and deformation capacities of buildings under extreme environments[M] // Structural Engineering and Structural Mechanics, Pister K S (ed.). Englewood: Prentice- Hall, 1977. 211 - 215. 被引量：1
  • 4Nassar A A,Krawinkler H. Seismic hazard for SDOF and MDOF systems[R]. Stanford: Stanford University. Blume Earthquake Engineering Center, 1991. 被引量：1
  • 5Bazzurro P, Cornell C A. Seismic hazard analysis for non-linear structures. I : Methodology;lI : Applications[J]. ASCE Journal of Structural Engineering, 1994,120 ( 11 ) : 3320. 被引量：1
  • 6Luco N, Cornell C A. Effects of connection fractures on SMRF seismic drift demands [ J ]. ASCE Journal of Structural Engineering, 2000,126 ( 1 ) : 127. 被引量：1
  • 7Psycharis I N, Papastamatiou D Y, Alexandris A P. Parametric investigation of the stability of classical columns under harmonic and earthquake excitations [J ]. Earthquake Engineering and Structural Dynamics,2000,29(8) :1093. 被引量：1
  • 8FEMA. Recommended seismic design criteria for new steel moment-flame buildings [ R]. Washington DC: SAC Joint Venture, Federal Emergency Management Agency, 2000. 被引量：1
  • 9FEMA. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings [R]. Washington DC: SAC Joint Venture, Federal Emergency Management Agency, 2000. 被引量：1
  • 10Jalayer F,Cornell C A. A technical framework for probability- based demand and capacity factor (I)CFD) seismic formats [R]. Berkeley: Pacific Earthquake Engineering Center, College of Engineering, University of California Berkeley, 2003. 被引量：1

引证文献2

二级引证文献54

低温建筑技术
2007年 第6期

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