Analysis of Pylon Anchorage Zone of Cable-Stayed Bridge

Liang Liang Zhai

doi:10.4028/www.scientific.net/AMM.501-504.1125

Paper Titles

Theoretical Study on Space Coupling Free Vibration Analysis of Self-Anchored Cable-Stayed Suspension Bridge
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Research on the Developing Process and the Types of Bridges
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Iterative Prediction on Friction Loss Parameters of Prestress Tendon
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Analysis of Pylon Anchorage Zone of Cable-Stayed Bridge
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Study on the Longitudinal Horizontal Stiffness Limited Value of 20m Simply Supported Beam Pier Top of Urban Rail Transit
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Analytic Method of Stability of Rigid Frame Bridge with Double-Limb Thin-Walled Piers
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Reasonable Overburden Depth Analysis of Close-Frame Structure in Airport Project
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Repairing and Reinforcement of Bridge Structure
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Analysis of Pylon Anchorage Zone of Cable-Stayed...

Analysis of Pylon Anchorage Zone of Cable-Stayed Bridge

Abstract:

For long-span cable-stayed bridge, the stress of pylon anchorage zone is complex. For the construction technology personnel, the research on the force characteristics of anchorage zone can offer a theoretical base to organize construction better. This paper makes a further study for the stress of tower anchorage zone of two cable-stayed bridges with different anchor forms by using major general finite element program ANSYS to analysis the force characteristics of anchorage zone in detail. The results provide a reference for construct and design the same type structure. The analysis method for same type structure is also worth learning.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1125-1128

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1125

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Online since:

January 2014

Authors:

Liang Liang Zhai*

Keywords:

Anchorage Zone, Cable-Stayed Bridge, Finite Element, Force Analysis, Pylon

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* - Corresponding Author

References

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