Seismic Reduction and Control Analysis of Hybrid Structure with Viscous Dampers under Strong Earthquake

Sen Qiu; Shu Cheng Deng; Zhao Quan Zhu

doi:10.4028/www.scientific.net/AMM.580-583.1633

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Seismic Reduction and Control Analysis of Hybrid...

Seismic Reduction and Control Analysis of Hybrid Structure with Viscous Dampers under Strong Earthquake

Abstract:

This article focuses on the effect of viscous damper on seismic performance of steel-concrete hybrid structure under strong earthquake. The result shows that viscous damper has effect on seismic reduction and control. The story lateral displacement, story drift rotation and energy dissipation-seismic can be reduced effectively by viscous dampers. The maximum value of vibration-reduction ratio is 36.0%, 67.9%, 36.9%. It is different effect on seismic reduction by different earthquake ground motion. Response of earthquake amplifies under Pasadena earthquake wave than the others.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

1633-1636

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.1633

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Online since:

July 2014

Authors:

Sen Qiu*, Shu Cheng Deng, Zhao Quan Zhu

Keywords:

Hybrid Structure, Seismic Reduction, Strong Earthquake, Viscous Damper

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References

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