Collapse Reason Analysis of a Steel Truss Building under Snow Disaster

Hao Xiang Guo; Long Chen; Dan Yang; Hong Yuan Tang

doi:10.4028/www.scientific.net/AMM.744-746.13

Paper Titles

Analyzing Fracture Behavior of Beam-Column Joints Using Micromechanical Fracture Models
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Calculation and Analysis for Limit Bearing Capacity of Steel Tube Reinforced Short Column Piers by Limit Equilibrium Method
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Collapse Reason Analysis of a Steel Truss Building under Snow Disaster
p.13

Comparative Study of the Loads Acting on the Operating Cardanic Transmission in the Closed and Open Loop Configurations
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Comparison of Stability and Deformation Performance of Cable-Braced Grid Shell with Different Section Forms of Steel Tube
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Corrosion Protection Technology of Steel Structure in Marine Environment
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Damage Identification of Space Truss Structure Based on Strain Modal and Wavelet Transform
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Degradation Mechanism of Reinforced Concrete Beam Subjected to Fatigue Loads and Seawater Erosion
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Collapse Reason Analysis of a Steel Truss Building...

Collapse Reason Analysis of a Steel Truss Building under Snow Disaster

Abstract:

This paper analyzes the reason of a steel truss building which collapsed under a snow disaster. Firstly, the investigation and inspection in site are introduced. Secondly, based on the on site work, such as the property of the metal materials and the quality of the welding joint, the status of the structure is comprehensively determined. Thirdly, through calculation with the former results, the reason of the collapse accident is obtained. Finally, some related suggestions are proposed for the design and construction of this kind of structure.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

13-16

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.13

Citation:

Cite this paper

Online since:

March 2015

Authors:

Hao Xiang Guo, Long Chen, Dan Yang, Hong Yuan Tang*

Keywords:

Collapse, Snow Disaster, Steel Truss Structure

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* - Corresponding Author

References

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