Experimental Study on Reinforced Concrete Framework that Reinforced by Steel Tube Concrete Wing Wall

Shao Wu Zhang; Geng Biao Zhang; Ying Chuan Chen

doi:10.4028/www.scientific.net/AMR.1079-1080.22

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1079-1080Experimental Study on Reinforced Concrete...

Experimental Study on Reinforced Concrete Framework that Reinforced by Steel Tube Concrete Wing Wall

Abstract:

In order to verify the feasibility of a new overallseismic reinforcement method of the framework. Firstly，carried low cyclic loading tests on reinforcedconcrete framework, then reinforced the framework with a new method, and repeatthe low cyclic loading tests , finally, compared and analyzed the data from twotests. Compared with the original framework, the shape of the hysteresis curveis more full and the skeleton curve of the parallel period is longer andthe ductility factor increased by 35% and the bearing capacity increased by 40%.The results show that reinforcement framework has better energy dissipationcapacity, ductility and transgender capacity.

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Periodical:

Advanced Materials Research (Volumes 1079-1080)

Pages:

22-27

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1079-1080.22

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Online since:

December 2014

Authors:

Shao Wu Zhang*, Geng Biao Zhang, Ying Chuan Chen

Keywords:

Ductility, Energy Dissipation, Hysteresis Curve, Skeleton Curve

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* - Corresponding Author

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