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

Zhou Kui

doi:10.13204/j.gyjz200612022

Volume 36 Issue 12

Dec. 2014

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Abstract

References

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Zhou Kui, . EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022

Citation:

Zhou Kui, . EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022

Zhou Kui, . EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022

Citation:

Zhou Kui, . EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022

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

doi: 10.13204/j.gyjz200612022

Zhou Kui¹,

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

Received Date: 2006-04-03
Publish Date: 2006-12-20

Abstract

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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References(6)

References

[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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