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轻型木桁架应用及设计 被引量:6

USE AND DESIGN OF LIGHT-FRAME WOODEN TRUSSES
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摘要 轻型木桁架体系具有施工方便、建筑表现力强、环境友好的特点,在欧美地区应用广泛,国内也逐渐开始有所应用。介绍几个轻型木桁架体系的应用实例,包括普通民用建筑工程、桥梁工程应用及大跨体育场馆。针对目前国内还没有相应的设计规范,介绍TPIC推荐的轻型木桁架设计方法,其内容涵盖:材料、结构形式、结构分析方法、构件及连接验算。 Light-frame wooden trusses were widely used in North America and Europe, due to its environmen- tal friendly, easy for construction and good architectural appearance features. Now it is also accepted by Chinese market gradually. This paper presents an introduction about some classic applications of light-frame wooden truss- es, including conventional residential structure,bridge engineering and large-span sports facility. To date, there is no corresponding design code applicable for Chinese market, so this paper also introduces the TPIC proposed method for MPC truss design, as well as some useful information, including:, dimension lumbers, truss plate, structural configuration, analysis method of wood truss and design formulas for members and joints.
作者 黄浩 何敏娟
出处 《建筑技术》 北大核心 2009年第9期815-818,共4页 Architecture Technology
基金 国家科技支撑计划(2008BAJ08B06-01)
关键词 轻型木桁架 齿板 复合模拟 木桁架设计 light-frame wooden truss truss plate compound analogue wood truss design
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参考文献4

  • 1CB50005-2003.木结构设计规范[S].北京:中国建筑工业出版社,2003.
  • 2Wood design manual[K], canadian wood council,2001.
  • 3Truss design procedures and specifications for light metal plate connected wood trusses[M]. Truss Plate Institute of Canada,2007.
  • 4许晓梁,马人乐,何敏娟.轻型木桁架静力试验及承载能力分析[J].特种结构,2006,23(1):1-4. 被引量:24

二级参考文献6

  • 1《木结构设计规范》(GB50005—2003).中国建筑工业出版社,2003
  • 2《木结构试验方法标准》(GB/T50329—2002).中国建筑工业出版社,2002
  • 3Wood Design Manual. Canadian Wood Council,2001
  • 4Manual of Evaluation Reports. Canadian Construction Materials Centre, 1999
  • 5Truss Design Procedures and Specifications for Light Metal Plate Connected Wood Tress. Truss Design Procedures of Canada, 1996
  • 6Rakesh Gupta, Thomas H. Miller etc. Practical Solution to Wood Truss Assembly Design Problems. Practice Periodical on Structural Design and Construction,2004,9( 1 ) :54-64

共引文献23

同被引文献33

  • 1许晓梁,马人乐,何敏娟.轻型木桁架静力试验及承载能力分析[J].特种结构,2006,23(1):1-4. 被引量:24
  • 2任海青,江泽慧,费本华,周海宾.中国现代木结构住宅未来发展之路[J].木材工业,2006,20(2):45-47. 被引量:31
  • 3Song X B. Stability and reliability analysis of metal plate connected wood truss assemblies [ D ]. Vancouver:The University of British Columbia,2009.
  • 4Limit State Design. TPIC-1996. Truss design procedures and specifications for light metal plate connected wood trusses [ S ]. Ontario: Truss Plate Institute of Canada.
  • 5Truss Plate Institude. TPI. 1-2002. National design standard for metal plate connected wood truss construction [ S ]. Alexandria: Truss Plate Institute.
  • 6Gupta R, Miller T H, Dung D R. Practical solution to wood truss assembly design problems [ J ]. Periodical on Structure Design and Construction, 2004,9 ( 1 ) : 54 - 60.
  • 7Mtenga P V, Cramer S M, Peyrot A H, et al. System factors for light-frame wood truss assemblies [ J ]. Journal of Structural Engineering, 1995, 121 ( 2 ) : 290 - 300.
  • 8Cramer S M, Drozdek J M, Wolfe R W. Load sharing effects in light-frame wood-truss assemblies [ J ]. Journal of Structural Engineering, 2000, 126 ( 12 ) : 1388 - 1394.
  • 9黄浩.轻型木桁架体系三维数值模拟及系统效应研究[D].上海:同济大学,2009.
  • 10WWTA. Handling, erection and bracing of wood trusses [S ]. Ontario: Truss Plate institute of Canada.

引证文献6

二级引证文献20

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