Hysteretic Behavior on Connection Node between Partially Encased Concrete Column and Steel Beam

Gen Tian Zhao; Chao Feng; Liao Yang Wang

doi:10.4028/www.scientific.net/AMM.353-356.2065

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Hysteretic Behavior on Connection Node between...

Hysteretic Behavior on Connection Node between Partially Encased Concrete Column and Steel Beam

Abstract:

In this paper, the seismic behavior of partially encased concrete columns and steel beam connection are studied, which contains 4 different structures of beam-column joints. By applying a low cycle loading, the failure modes and the strain distribution of each connected component plate domain were studied. The effect of the end plate thickness, stiffened plate, and back plate on the node bearing capacity, stiffness and ductility was analyzed. The bearing capacity of the specimen is improved with the end plate thickness increases, and a lot increased with setting the back plate.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2065-2068

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2065

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Online since:

August 2013

Authors:

Gen Tian Zhao*, Chao Feng, Liao Yang Wang

Keywords:

Beam-Column Connection, Partially Encased Concrete, Seismic Performance

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References

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