Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement: Fid-Bau Portal

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Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement

Zheng, Xian Chao / Li, Qing Ning / Pan, Shu Bin / Jiang, Wei Shan

The assembled monolithic compound spiral reinforced concrete column in this paper is a kind of concrete column reinforced by high-strength compound spiral stirrups and jointed by local steel tubular and bolt reinforcement. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of these measures is not worse than the integral compound spiral hoop columns under the same load.

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Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement

Zheng, Xian Chao / Li, Qing Ning / Pan, Shu Bin / Jiang, Wei Shan

The assembled monolithic compound spiral reinforced concrete column in this paper is a kind of concrete column reinforced by high-strength compound spiral stirrups and jointed by local steel tubular and bolt reinforcement. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of these measures is not worse than the integral compound spiral hoop columns under the same load.

Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement

Zheng, Xian Chao / Li, Qing Ning / Pan, Shu Bin / Jiang, Wei Shan

The assembled monolithic compound spiral reinforced concrete column in this paper is a kind of concrete column reinforced by high-strength compound spiral stirrups and jointed by local steel tubular and bolt reinforcement. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of these measures is not worse than the integral compound spiral hoop columns under the same load.

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Title:

Experimental Study on Seismic of High-Strength Spiral Stirrups Prefabricated Column Encased by Steel Plate Hoop and Bolt Reinforcement

Contributors:

Zheng, Xian Chao / Li, Qing Ning / Pan, Shu Bin / Jiang, Wei Shan

Published in:

Advanced Materials Research ; 594-597 ; 1675-1679

Publication date:

2012-11-29

Size:

5 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1675

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Joint , Anti-Seismic Property , High-Strength Spiral Stirrups Concrete Column , Local Steel Tubular

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