Experimental Research on Strengthened by Gluing Steels Seismic Behaviour for Earthquake Damaged Railway Bridge with Gravity Piers

Ming Bo Ding; Xing Chong Chen

doi:10.4028/www.scientific.net/AMR.838-841.1145

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Experimental Research on Strengthened by Gluing...

Experimental Research on Strengthened by Gluing Steels Seismic Behaviour for Earthquake Damaged Railway Bridge with Gravity Piers

Abstract:

In order to study the seismic performance of steel plate reinforcement on gravity piers in railway bridges, a quasi-static test was conducted on the 0.2% steel ratio pier model. Shearing damage on the pier model occurred on the action of horizontal load. Steel-bonded reinforcement was conducted on the damaged model, and comparison and analysis were made based on the failure mode, bearing capacity, ductility, energy dissipation capacity and stiffness degradation.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1145-1148

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1145

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Online since:

November 2013

Authors:

Ming Bo Ding*, Xing Chong Chen

Keywords:

Ductility, Energy Dissipation Capacity, Gravity Piers, Model Test, Steel-Bonded Reinforcement

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* - Corresponding Author

References

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