Calculation and Analysis of Temperature Stress for Large-Span Steel Structure

Su Juan Dai; Cun Lv; Qing Chen

doi:10.4028/www.scientific.net/AMM.405-408.944

Paper Titles

Analysis of Effect of Crack in Composite Beam on Slip of Shear Connectors
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Space Rigid Frame Damage Identification Based on Finite Element Method and Experiment
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Study on Earthquake Resistant Performance of a Large Span Structure Strengthened with HADAS
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A Study on the Formulas of Effective Slenderness Ratio of Three-Leg Laced Lattice Column
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Calculation and Analysis of Temperature Stress for Large-Span Steel Structure
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Optimization Design of Section for Bisymmetric Built-Up Steel H-Shaped Beams
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Experimental Study of Short Column with Welded H-Sharped Steel Reinforced Concrete under Axial Compresion
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Research on Bearing Capacity of Axiallycompressed Short Columns
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The Analysis of Bending Performance on the Nodes of Concrete Filled Steel Tubular Column and Girderless Floor under Horizontal Load
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Calculation and Analysis of Temperature Stress for...

Calculation and Analysis of Temperature Stress for Large-Span Steel Structure

Abstract:

This paper has conducted the study on calculation of temperature stress for general constrained flexural members under temperature variation in view of the method of structural mechanics, and analyzed the temperature stress of an industrial workshop of large-span steel structure under frequent temperature conditions combined with the climate characteristics of Qingdao city, come to the conclusion that temperature stress should be considered. This conclusion provided a certain reference for the same type industrial building of large-span steel structure.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

944-947

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.944

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Online since:

September 2013

Authors:

Su Juan Dai, Cun Lv, Qing Chen

Keywords:

Large-Span, Steel Structure, Temperature Stress

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References

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