EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF H-SECTION STEEL COLUMN

Li Xiao-dong; Dong Yu-li; Tian Li; LüJun-li; Sun Cui-ling

doi:10.13204/j.gyjz200607020

Volume 36 Issue 7

Dec. 2014

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Li Xiao-dong, Dong Yu-li, Tian Li, LüJun-li, Sun Cui-ling. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF H-SECTION STEEL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 75-78. doi: 10.13204/j.gyjz200607020

Citation:

Li Xiao-dong, Dong Yu-li, Tian Li, LüJun-li, Sun Cui-ling. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF H-SECTION STEEL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 75-78. doi: 10.13204/j.gyjz200607020

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EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF H-SECTION STEEL COLUMN

doi: 10.13204/j.gyjz200607020

1.
1. School of Civil Engineering,Xi'an University of Architecture &Technology Xi'an 710055;
2.
2. School of Civil Engineering,Qingdao Institute of Architecture and Engineering Qingdao 266033;
3.
3. Qingdao Estimate Center of Design and Plan Qingdao 266071

Received Date: 2005-10-20
Publish Date: 2006-07-20

Abstract

Abstract

The behaviour of two H_section steel columns under fire is investigated.All columns are full scale with(3 300mm) length under axial restraint.From the test results,the regularities of lateral deflection and axial restraint force are presented.The test results show that the behaviour of steel columns under fire is influenced by restrained thermal elongation.Limit temperature decreases if steel columns are subject to fire again.Which provides a basis for further research to explore fire behaviours of steel structures.
- fire,
- H-section steel column,
- lateral deflection

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References(12)

References

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Faris Ali,David O' Conner.Structural Performance of Rotationally Restrained Steel Columns in Fire.Fire Safety Journal,2001,36:679-691

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[8] Franssen J M,Talamona D,Kruppa J,et al.Stability of Steel Columns in Case of Fire:Experimental Evaluation.Journal of Structural Engineering,1998(2):158-163

[9] Toh W S,Tan K H,Fung T C.Compressive Resistance of Steel Columns in Fire:Rankine Approach.Journal of Structural Engineering,2000:398-405

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