期刊文献+

改进塑性铰法在钢框架高级分析中的应用 被引量:7

Nonlinear Analysis Technique of Refined Plastic-hinge Method for Steel Frame Structures
下载PDF
导出
摘要 改进塑性铰法是一种简化的高级分析方法。该方法能够考虑结构及构件的二阶效应、几何缺陷和残余应力等多种非线性因素的影响,还可以考虑连接的半刚性性能。改进塑性铰法已可用于平面钢框架的高级分析和设计,对空间钢框架的高级分析尚有待发展。详细介绍了实用的改进塑性铰法对各种非线性因素的处理办法,及平面框架分析向空间框架分析扩展的实用方法,并讨论了当前改进塑性铰法高级分析亟待解决的问题。 The refined plastic -hinge method is one of the simplified advanced analysis methods. The second order effects of the whole structure and its members, geometric imperfections and residual stress as well as the feature of semi-rigid connections can be taken into account in this method. The refined plastic-hinge method can be used in advanced analysis and design of planar steel frames, while its use in the advanced analysis of space frames needs to be developed. The technique associated with the dealing of different inelastic factors in advanced analysis of both the planar and space steel frames with practical refined plastic-hinge method and the available way to extend planar frame analysis to space frame analysis are reviewed in detail. The problems of the refined plastic-hinge method for advanced analysis are discussed in this paper.
出处 《重庆建筑大学学报》 EI CSCD 北大核心 2005年第2期128-133,共6页 Journal of Chongqing Jianzhu University
基金 国家自然科学基金资助项目(50378078)
关键词 改进塑性铰法 非线性分析 高级分析 钢框架 refined plastic-hinge method nonlinear analysis advanced analysis steel frame
  • 相关文献

参考文献24

  • 1陈绍蕃.钢结构设计原理[M].北京:科学出版社,1997.. 被引量:3
  • 2陈惠发 周绥平(译).钢框架稳定设计[M].上海世界图书出版公司,1999.. 被引量:20
  • 3W.F. Chen, S. Toma, Advanced Analysis of Steel Frames-Theory [M]. Software, and Application. CRC Press INC, 1996. 被引量:1
  • 4Chen W.F. , Kim S.E.. LRFD Steel Design Using Advanced Analysis [M]. CRC Press INC, 1997. 被引量:1
  • 5White D W. Plastic - Hinge Methods for Advanced Analysis of Steel Frames[J]. Journal of Constructional Steel Research,1993,24(2) :121 - 152. 被引量:1
  • 6White DW, Chen WF. Plastic - hinge based methods for advanced analysis and design of steel frames [M]. Bethlehem, PA:Structural Stability Research Council, Lehigh University, 1993. 被引量:1
  • 7陈骥.斜梁加腋山形门式单层刚架的平面整体屈曲[J].钢结构,2003,18(3):20-22. 被引量:3
  • 8W.F. Chen, Seung - Eock Kim, Se - Hyu Choi. Practical Second Order Inelastic Analysis for Three - Dimensional Steel Frames[J]. Steel Structures ,2001, ( 1 ) :213 - 223. 被引量:1
  • 9N.S. Trahair, S. - L. Chan. Out - of - plane advanced analysis of steel structures [ J ]. Engineering Structures,2003, (25):1 627 -1 637. 被引量:1
  • 10Deierlein G G. Steel-framed structures [M]. Progress in structural engineering and materials, London:CRC Ltd. , 1997. 被引量:1

二级参考文献9

  • 1陈绍蕃.钢结构设计原理 第二版[M].北京:科学出版社,2001.199~201. 被引量:1
  • 2陈骥.钢结构稳定理论 第二版[M].北京:科学出版社,2003.. 被引量:1
  • 3BS 5950 Structural Use of Steelwork in Building, Part 1. Code of Practice for Design-Rolled and Welded Section, 2000. 被引量:1
  • 4Horne M R. Safeguards Against Frame Instability in the Plastic Design of Single Storey Pitch-Roof Frames. In:Proce. Conf. on the Behaviour of Slender Structures. London: 1997. 被引量:1
  • 5Horne M R, Morris L J. Plastic Design of Low-Rise Frames. Granada: 1981.166- 171. 被引量:1
  • 6Davies J M, Brown B A. Plastic Design to BS 5950. The Steel Construction Institute, Blackweel Science Ltd, 1996.98- 110. 被引量:1
  • 7Davies J M. In-Plane Stability in Portal Frames. Structural Engineer,1990, 68(8) : 141 - 147. 被引量:1
  • 8Davies J M. The Stability of Multi-Bay Portal Frames. Structural Engineer, 1991, 69(12) :223-229. 被引量:1
  • 9Morris L J, Plum D R.Structural Steelwork Design to BS 5950.Longman Scientific & Technical, 1998.187- 201. 被引量:1

共引文献23

同被引文献43

引证文献7

二级引证文献31

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