Study on Seismic Response and Shock Absorption for High-Rise Reinforced Concrete Frame Structure

Xiang Chao Yin; Zhe Sun; Xue Ling Li

doi:10.4028/www.scientific.net/AMM.90-93.3214

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Seismic Response and Shock Absorption for...

Study on Seismic Response and Shock Absorption for High-Rise Reinforced Concrete Frame Structure

Abstract:

This article mainly studied the seismic response of high-rise RC frame and the damping effect with viscoelastic damper. Taking a reinforced concrete frame structure of 12 layers as the research object, six schemes of damper installed were designed and the dynamic characteristics of these schemes were analyzed. The time history response analysis of 3D Tianjin waves was studied for the six schemes under frequent earthquake. The results show that seismic capacity of the structure could be significantly enhanced with dampers under frequent earthquake. Meanwhile, different damper installations also can make the structures have different damping effect.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

3214-3217

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.3214

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Online since:

September 2011

Authors:

Xiang Chao Yin, Zhe Sun, Xue Ling Li

Keywords:

Energy Dissipation, Frame Construction, Viscoelastic Damper

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References

[1] GB50011-2010, Code for seismic design of building.

Google Scholar

[2] Jinping Ou, Bin Wu: Aseismic Design Methods of Passive Energy Dissipation Systems (Earthquake Engineering and Engineering Vibration, 1998).

Google Scholar

[3] Dagen Weng, Yanjun Chen, Xinlin Lv: Analysis for the Seismic Retrofit of Concrete Frame with Viscous Damper (Earthquake Resistant Engineering and Retrofitting, 2007).

Google Scholar

[4] Funlin Zhou: Seismic control of structure (Seismological Press, Beijing 1997).

Google Scholar

[5] Yaojian Long, Qiaoling Xian and etc. : Energy dissipation effect analysis of the tall building equipped with lead-rubber dampers (Journal of Guangzhou University, 2008).

Google Scholar

[6] Shisheng Yang, Xiaoqiang Hao, Rong Qin: Research on the weak position and anti-seismic strengthening of the existing reinforced concrete structure (Journal of Guangxi University, 2008).

Google Scholar