Static Analysis of Mega Steel Frame-Cable System Bracing Structure

Si Qi Yang; Jun Hua Cai; Jia Chen; Bai Jian Tang

doi:10.4028/www.scientific.net/AMM.744-746.298

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Static Analysis of Mega Steel Frame-Cable System...

Static Analysis of Mega Steel Frame-Cable System Bracing Structure

Abstract:

In order to study the static performance of a new type e vertical prestressed steel structure called mega steel frame-cable bracing structure, structure deformation, internal force of beam and column and the remaining pretension of cable under pretension, vertical load and horizontal load alone as well as pretension with vertical load, wind load combination condition were analyzed in this paper. Research shows that prestressed cable can effectively improve mechanical and deformation performance of mega beam under vertical load, improve the system stiffness and make the overall stiffness more uniform.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

298-303

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.298

Citation:

Cite this paper

Online since:

March 2015

Authors:

Si Qi Yang*, Jun Hua Cai, Jia Chen, Bai Jian Tang

Keywords:

Cable Bracing, Mega Frame, Prestressed Steel Structure, Static Analysis

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* - Corresponding Author

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