Aseismic Performance Analysis of High-Strength Concrete Circular Pier

Kang Qi

doi:10.4028/www.scientific.net/AMM.431.161

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 431Aseismic Performance Analysis of High-Strength...

Aseismic Performance Analysis of High-Strength Concrete Circular Pier

Abstract:

Circular pier are widely used in bridge substructure. Strength and ductility are two important indicators reflect its aseismic performance. Based on the analysis of complete bending moment-curvature curve curvature, bending strength and ductility on reinforced concrete circular pier cross-section, this paper analyzes the aseismic performance of high-strength concrete circular pier. And it can provide reference for using high strength concrete more reasonable.

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Periodical:

Applied Mechanics and Materials (Volume 431)

Pages:

161-166

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.431.161

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Online since:

October 2013

Authors:

Kang Qi*

Keywords:

Aseismic Performance, High-Strength Concrete (HSC), Reinforced Concrete Circular Pier

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References

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