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结构抗震中的静力弹塑性(pushover)分析方法 被引量：1

Pushover Analysis Method in Earthquake Engineering
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摘要 Pushover分析方法是逐渐得到广泛应用的一种评估结构抗震性能的简化方法,已被引入我国新的建筑结构抗震规范.本文介绍了pushover分析的基本原理和实施pushover分析的关键问题,最后选用三种水平荷载模式和非线性时程分析进行了比较. Pushover analysis is a simplified method for structure seismic evaluation, which is extensively used, and is recommended by the new national code of seismic design of buildings. The paper presents a concise introduction to the principle and several important problems of pushover analysis. In the end, comparison between nonlinear time history analysis and pushover analysis using three lateral load patterns is undertaken.
作者 龚曙晖 陈敏 杨格兰
机构地区 湖南省益阳市资阳区水利局 湖南大学土木工程学院 湖南城市学院计算机系
出处 《湖南工程学院学报（自然科学版）》 2005年第3期77-81,共5页 Journal of Hunan Institute of Engineering(Natural Science Edition)
关键词 PUSHOVER分析 水平侧向荷载模式 等效单自由度体系 目标位移 非线性时程分析 pushover analysis lateral load pattern equivalent single-degree-of-freedom system target displacement nonlinear time history analysis
分类号 TU352.11 [建筑科学—结构工程]
  • 相关文献

参考文献9

  • 1Applied Technology Council. Seismic evaluation and retrofit of concrete building [ R ]. Report ATC- 40,1996.
  • 2Building Seismic Safety Council. NEHRP Guidelines for the Seismic Rehabilitation of Buildings [ S ], FEMA356. Washington D C: Federal Emergency Management Agency, 2000.
  • 3中华人民共和国国家标准.建筑抗震设计规范,GB50011-2001[S].北京:中国建筑工业出版社,2002.
  • 4杨溥,李英民,王亚勇,赖明.结构静力弹塑性分析(push-over)方法的改进[J].建筑结构学报,2000,21(1):44-51. 被引量：174
  • 5叶燎原,潘文.结构静力弹塑性分析(push-over)的原理和计算实例[J].建筑结构学报,2000,21(1):37-43. 被引量：227
  • 6Krawinkler H,Senerviratna G D P K. Pros and cons of a push-over analysis of seismic performance evaluation[J].Engineering Structures, 1998, 20(4 - 6): 452 - 464.
  • 7侯爽,欧进萍.结构Pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3):89-97. 被引量：112
  • 8Kalkan E, Kunnath S K. Lateral load distribution in nonlinear static procedures for seismic design[A]. Structures Congress 2004, Nashville, Tennessee, USA, May 22- 26, 2004.
  • 9Valles R E, Reinhom A M, Kunnath S K, Li C, et al.IDARC2D Version 4.0: A computer program for the inelastic damage analysis of buildings [ R ], Report No.NCEER-96- 0010. State University of New York at Buffalo, 1996.

二级参考文献26

  • 1叶燎原，地震工程与工程振动，1999年，19卷，1期
  • 2叶燎原，云南建筑，1992年，1期
  • 3GBJ 11—89建筑抗震设计规范
  • 4Applied Technology Council. Seismic evaluation and retrofit of concrete building[R].Report ATC-40, 1996.
  • 5FEMA273, FEMA274. NEHRP Commentary on the guidelines for the rehabilitation of building[R]. Washington D C: Federal Emergency Management Agency, 1996.
  • 6krawinklar 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.
  • 7Kicher 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.
  • 8Chopro 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.
  • 9Helmut krawinklar, G D P K. Seneviratna. Pros and Cons of a Pushover analysis of seismic performance evaluation[J]. Engineering Structures, 1998, 20:452-464.
  • 10Peter Fajfar. Simple Push-over analysis of building structures[A]. 11th World Conference on Earthquake Engineering[C]. 1996.

共引文献421

同被引文献2

  • 1GB50011-2001.建筑抗震设计规范[S].[S].,..
  • 2Building Seismic Safety Council.NEHRP Guidelines for the Seismic Rehabilitation of Buildings,FEMA356.Washington D C:Federal Emergency Man2agement Agency,2000.

引证文献1

二级引证文献3

湖南工程学院学报（自然科学版）
2005年 第3期

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