门式刚架受力蒙皮抗剪性能试验研究

周奎; 胡孔国

doi:10.13204/j.gyjz200612022

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门式刚架受力蒙皮抗剪性能试验研究

doi: 10.13204/j.gyjz200612022

周奎¹,
胡孔国²

1.
1 上海理工大学上海 200093;
2.
2 中国电子工程设计院北京 100840

基金项目:

上海市教委青年基金(编号:Q30602)资助

详细信息

作者简介:
周奎,男,1970年8月出生,博士,副教授,E-mail:zhoukui_sh@yahoo.com.cn

中图分类号: TU392.5
计量
- 文章访问数: 82
- HTML全文浏览量: 5
- PDF下载量: 39
- 被引次数: 0
出版历程
- 收稿日期: 2006-04-03
- 刊出日期: 2006-12-20

EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME

Zhou Kui¹,

1.
1 Shanghai University Science and Technology Shanghai 200093;
2.
2 China Electronics Engineering Design Institute Beijing 100840

摘要

摘要: 通过单榀门式刚架与三榀蒙皮组合体的试验研究,探讨了受力蒙皮结构的承载性能,同时,试验比较了无檩条和有檩条时的蒙皮效应。结果表明,边缘构件及足够数量的连接件对于蒙皮组合体发挥受力蒙皮效应是至关重要的;在与试验结果进行比较后指出,采用英国应力蒙皮设计规范进行设计是可以接受的。
- 门式刚架 /
- 受力蒙皮作用 /
- 受剪承载力
Abstract: It is presented experimental study on shear behavior of diaphragm assembly using V-840 profiled steel sheet.It is also compared the different effect of the stressed diaphragm action with purlins and without purlins and the experimental result indicates that the edge member and sufficient fastenings are vital to the stressed diaphragm action to work.It is acceptable to use the BS code of stressed diaphragm to design as compared with experimental results.
- gabled frame /
- stressed diaphragm action /
- shear bearing capacity

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参考文献(6)

[2] British Standard 5950-9 Structural Use of Steelwork in Building--Part 9:Code of Practice for Stressed Skin Design

American Iron and Steel Institute.Specification for the Design of ColdFormed Steel Structural Members.1996

[3] Yu W W.Cold-Formed Steel Design (3rd Edition).New York:John Wiley Sons,2000

[4] Heldt T J,Mahendran M.Full Scale Experiments of a Steel Portal Frame Building.Journal of the Australian Steel Institute,Steel Construction,1998,32(4):1-21

[5] 龙莉萍,韦松,崔佳.自攻螺丝连接应力蒙皮体抗剪性能试验研究.建筑结构学报,2004,25(2):39-43

[6] 曾常阳,舒兴平,丁芸孙,等,檩条在风吸力作用下的稳定计算.湖南大学学报,2002,29(4):67-71

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