Application of GQJS in Analysis of Bridge Structure

Man Zhou; Jing Xi Chen; Meng Sheng Yu

doi:10.4028/www.scientific.net/AMM.525.661

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 525Application of GQJS in Analysis of Bridge...

Application of GQJS in Analysis of Bridge Structure

Abstract:

Some shortcomings exist in analysis of GQJS including: camber table generated in construction, nonlinear calculation in seismic analysis, simulation of complex elements such as corrugated steel webs, etc. This paper improved these disadvantages by analyzing practical cases. Some improvements are achieved: camber table can be obtained through adding an additional stage at the last step and distributing load on the entire bridge; GQJS can interact with ANSYS to employ its strong nonlinear analysis; it can discretize complex sections, and some other improvements are also carried out.

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Periodical:

Applied Mechanics and Materials (Volume 525)

Pages:

661-664

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.525.661

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Online since:

February 2014

Authors:

Man Zhou*, Jing Xi Chen, Meng Sheng Yu

Keywords:

ANSYS, Camber Table, GQJS, Neural Network (NN)

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* - Corresponding Author

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