静力弹塑性分析——基于性能/位移抗震设计的分析工具
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摘要
在基于性能/位移的抗震设计研究中,静力弹塑性分析作为计算分析工具越来越受到关注.作者介绍了弹塑性分析在结构抗震设计中的用途,讨论了需要进一步研究的问题.静力弹塑性分析用于日常的工程设计,还有许多配套的研究工作要做.
As an analytical tool for performance/displacement based seismic design, static pushover analysis has attracted more and more attention. Applications of pushover analysis on structural seismic design are briefly introduced. Problems needing to be further studied are discussed. A lot of research is needed to be done in order to adopt pushover analysis in building structure design.
As an analytical tool for performance/displacement based seismic design, static pushover analysis has attracted more and more attention. Applications of pushover analysis on structural seismic design are briefly introduced. Problems needing to be further studied are discussed. A lot of research is needed to be done in order to adopt pushover analysis in building structure design.
引文
[1]Bertero V V Overview of seismic risk reduction in urban areas:role,importance,and reliability of current U S.seismic codes performance-based engineering.China-U.S. Bilateral Workshop on Seismic Codes,Guangzhou,Dec.,1996.
[2]小谷俊介. 日本基于性能结构抗震设计方法的发展建筑结构,2000,30(6)
[3]方鄂华,钱稼茹,赵作周.弹塑性静力分析与时程分析.见:第十五届全国高层建筑结构学术交流会论文集,1998.
[4]郑正昌,森高英夫,下田郁夫.鹿儿岛机场候机楼抗震补强——增设粘滞阻尼墙的结构二维弹塑性分析.建筑结构,2000,30(6).
[5]Fajfar P et al. Capacity spectrum method based on inelastic demand spectra. Farthquake Engineering and Structure Dynamics, 1999, 28: 979-993.
[6]李康宁,Kubo T,Ventura C E.建筑物三维分析模型及其用于结构地震反应分析的可靠性. 建筑结构,2000,30(6).
[7]Fajfar P, Gaspersic P. The N2 Method for the seismic damage analysis of RC buildings. Earthquake Engineering and Structure Dynamics, 1996, 25: 31-46.
[8]Tso W K. Pushover analyses: a tool for performance-based seismic design. The 5th Conference on Tall Buildings,Hongkong, 1998.
[9]钱稼茹,邹积麟.静力弹塑性分析在工程中的应用研究.国家自然科学基金重大项目专题年度研究报告,1999.
[10]Eberhard M O, Sozen M A. Behavior-based method to determine design shear in earthquake-resistant walls. Journal of Struct. Eng., ASCE, 1993, 119(2):619-640.
[2]小谷俊介. 日本基于性能结构抗震设计方法的发展建筑结构,2000,30(6)
[3]方鄂华,钱稼茹,赵作周.弹塑性静力分析与时程分析.见:第十五届全国高层建筑结构学术交流会论文集,1998.
[4]郑正昌,森高英夫,下田郁夫.鹿儿岛机场候机楼抗震补强——增设粘滞阻尼墙的结构二维弹塑性分析.建筑结构,2000,30(6).
[5]Fajfar P et al. Capacity spectrum method based on inelastic demand spectra. Farthquake Engineering and Structure Dynamics, 1999, 28: 979-993.
[6]李康宁,Kubo T,Ventura C E.建筑物三维分析模型及其用于结构地震反应分析的可靠性. 建筑结构,2000,30(6).
[7]Fajfar P, Gaspersic P. The N2 Method for the seismic damage analysis of RC buildings. Earthquake Engineering and Structure Dynamics, 1996, 25: 31-46.
[8]Tso W K. Pushover analyses: a tool for performance-based seismic design. The 5th Conference on Tall Buildings,Hongkong, 1998.
[9]钱稼茹,邹积麟.静力弹塑性分析在工程中的应用研究.国家自然科学基金重大项目专题年度研究报告,1999.
[10]Eberhard M O, Sozen M A. Behavior-based method to determine design shear in earthquake-resistant walls. Journal of Struct. Eng., ASCE, 1993, 119(2):619-640.
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