基金项目:国家"十五"科技攻关课题项目(编号:2002BA806B-4)
作者简介:侯爽(1977-),男,博士生,主要从事钢筋混凝土结构的防灾减灾研究.
作者单位:侯爽(哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090)
欧进萍(哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090)
参考文献:
[1]Applied Technology Council. Seismic evaluation and retrofit of concrete building[R].Report ATC-40, 1996.
[2]FEMA273, FEMA274. NEHRP Commentary on the guidelines for the rehabilitation of building[R]. Washington D C: Federal Emergency Management Agency, 1996.
[3]krawinklar H. Pushover analysis: Why, How, and When not to use it[A]. Proceedings of SEAOC 65th Annual Convention[C]. HAWAII:Structural Engineering Association of California, MAUI, 1996.
[4]Kicher C A. Capacity spectrum Pushover method: Seeing is Believing[A]. Proceedings of SEAOC 65th Annual Convention[C]. HAWAII:Structural Engineering Association of California, MAUI, 1996.
[5]小古俊介. 日本基于性能结构抗震设计方法的进展[J].建筑结构, 2000, 30(6):3~9.
[6]Chopro A K, Goel R K. Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF Systems[R]. Pacific Earthquake Engineering Research Center, Report No: PEER-1999/02, University of Califormia at Berkeley, 1999.
[7]叶燎原, 潘文. 结构静力弹塑性分析(Pushover)的原理和计算实例[J]. 建筑结构学报, 2000, 21(1): 37~51.
[8]50011-2001,中华人民共和国国家标准,建筑结构抗震设计规范[S].北京:中国建筑工业出版社,2001.
[9]Helmut krawinklar, G D P K. Seneviratna. Pros and Cons of a Pushover analysis of seismic performance evaluation[J]. Engineering Structures, 1998, 20:452~464.
[10]钱镓茹,罗文斌. 静力弹塑性分析--基于性能/位移抗震设计的分析工具[J]. 建筑结构, 2000, 30(6):23~26.
[11]雄向阳,戚振华. 侧向荷载分布方式对静力弹塑性分析结果的影响[J]. 建筑科学 2001, 17(5): 8~13.
[12]钱镓茹,邹积麟. 静力弹塑性分析在工程中的应用研究[R]. 国家自然科学基金重大项目专题年度研究报告,1999.
[13]杨溥,李英民,王亚勇,等. 结构静力弹塑性分析(Pushover-over)方法的改进[J]. 建筑结构学报, 2000, 21(1): 44~51
[14]Peter Fajfar. Simple Push-over analysis of building structures[A]. 11th World Conference on Earthquake Engineering[C]. 1996.
[15]A S Moghadam. Pushover analysis for asymmetric and set-bace multi-story buildings[A]. 12th World Conference on Earthquake Engineering[C]. 2000.
[16]Misael Requena. Evaluation of a simplified method for the determination of the nonlinear seismic response of RC frames[A]. 12th World Conference on Earthquake Engineering[C]. 2000.
[17]Fajfar P, Fischinger M. N2-a method for non-linear seismic analysis of regular structures[A]. Proceedings 9th world conferfence Earthquake Engineering[C]. Tokyo-Kyoto, Japan, 1988,5: 111~116.
[18]Eberhard M O, Sozen M A. Behavior-based mothod to determine design shear in earthquake-resistant walls[J]. J. Struc. Engng. ASCE, 1993, 119(2): 619~640.
[19]Fajfar P, Gaspersic P. The N2 method for the seismic damage analysis of RC buildings[J]. Eearthquake Engineering and Structure Dynamics, 1995, 25:31~46.
[20]Bracci J M, Kunnath S K, Reinhorn A M. Seismic performance and retorfit evaluation for reinforced concrete structures[J]. J. Struc. Engng. ASCE 1997,123(1): 3~10.
[21]钢筋混凝土框架、排架及连续梁结构计算与施工图绘制软件--PK-PM系列[R]. 北京:中国建筑科学院研究院PKPMCAD工程部,1997.
[22]Park Y J, Reinhorn A M, Kunnath S K. IDARC: Inelastic damage analysis of reinforced concrete frame-shear-wall structures[R]. Technical Report: NCEER-87-0008, State University of New York at Buffalo.
[23]RE Valles, A M Reinhorn, S K Kunnath, et al. Idarc2D version 5.0: a program for the inelastic damage analysis of buildings[CP].
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收稿日期:2004年4月21日
修稿日期:2004年6月14日
出版日期:2004年6月1日
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