A COMPARISON OF STABILITY DESIGN OF BENDING MEMBERS BY SPECIFICATIONS FOR DESIGN OF STEEL STRUCTURES IN VARIOUS COUNTRIES

Chen Ji

doi:10.13204/j.gyjz200906002

Volume 39 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 5-12

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Chen Ji. A COMPARISON OF STABILITY DESIGN OF BENDING MEMBERS BY SPECIFICATIONS FOR DESIGN OF STEEL STRUCTURES IN VARIOUS COUNTRIES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 5-12. doi: 10.13204/j.gyjz200906002

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

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A COMPARISON OF STABILITY DESIGN OF BENDING MEMBERS BY SPECIFICATIONS FOR DESIGN OF STEEL STRUCTURES IN VARIOUS COUNTRIES

doi: 10.13204/j.gyjz200906002

Chen Ji

1.
School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2009-02-25
Publish Date: 2009-06-20

Abstract

Abstract

It is given the comparison of specifications for the stability design formulas in American ANSI/AISC 3602005,British 595012000,Canadian CAN/CSAS162001,Australian AS 41001998,Japanese AIJ2002 and Chinese GB 500172003.The theoretical analyses and experimental researches are given.The equivalent moment factors of non-uniform bending beams,on various loading cases by finite element and finite difference methods are presented.From Chinese specifications of steel structures TJ 1774 to GB 500172003,the equivalent moment factor _b for the simply supported beam,under linear non-uniform bending,is adopted,which is its approximate minimum value and is derived by M.G.Salvadori,taken from L.Rayleigh,W.Ritz,method at 1956.The value _b is different from that in other specifications for design of steel structures.Referring the academic researches,a closed-form expression of calculating equivalent moment factor for any moment distribution and end support conditions is presented.This expression together with the revised flexural-torsional buckling design formula of beam may be provided for next cycle revision of Chinese Code for Design of Steel Structures.
- flexural-torsional buckling,
- equivalent moment factor,
- closed-form solution

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References(28)

References

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