Nonlinear Analysis of Cable-Stayed Bridge

Hai Hong Mo

doi:10.4028/www.scientific.net/AMM.587-589.1558

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Nonlinear Analysis of Cable-Stayed Bridge

Nonlinear Analysis of Cable-Stayed Bridge

Abstract:

The nonlinear basic theory and nonlinear influence factor of cable-stayed bridge has been introduced. Quantitative analysis to the sag effect, beam-column effect and large deformation effect has been done based on a cable-stayed bridge. Analysis show that the sag effect, beam-column effect and large deformation effect of cable force is not obvious, but the sag effect should not been ignored in the calculation of the main beam.

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Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1558-1562

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1558

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Online since:

July 2014

Authors:

Hai Hong Mo*

Keywords:

Cable-Stayed Bridge, Nonlinear, Sag Effect

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* - Corresponding Author

References

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