Seismic Response Analysis on RC Frame Strengthened with Viscoelastic Damper

Jian Ping He; Ya Li Wang; Yong Liu

doi:10.4028/www.scientific.net/AMM.275-277.1311

Paper Titles

Numerical Simulation of Intra-Explosion in Multilayer Medium
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In Situ Test of Cohesive Strength on the Interface Zone between Mortar and Aggregate in Concrete
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Recent Development of Self-Centering System for Seismic Design of Bridge Piers: Experimental and Theoretical Investigation
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Structure Health Monitoring System of a Noval Steel-Free Cable Stayed Bridge
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Analysis of Nonlinear Dynamic for Piles under Earthquake Loading
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Seismic Response Analysis on RC Frame Strengthened...

Seismic Response Analysis on RC Frame Strengthened with Viscoelastic Damper

Abstract:

In this paper,time-history analysis comparison of different parts of the displacement on eight floor three span Frame Strengthened with viscoelastic damper under the action of EI Centro earthquake wave .The results indicate that setting viscoelastic damper Strengthened structure can well inhibition Seismic response function, reducing the earthquake response of the structure,decreasing amplitude are relatively obvious, achieving a better seismic condition, meeting the needs of the standard, it is a kind of performance very good seismic energy dissipation strengthening methods.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1311-1314

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1311

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Online since:

January 2013

Authors:

Jian Ping He, Ya Li Wang, Yong Liu

Keywords:

Seismic Response, Strengthening, Viscoelastic Damper

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References

[1] Civil and Structural Groups of Tsinghua University, Xinan Jiaotong University and Beijing Jiaotong University. Analysis on seismic damage of buildings in the WenChuan earthquake [J]. Journal of Building Structures. 2008, 8. 1-9.

Google Scholar

[2] HuMiaoJie . Brief Analysis of the Buildings' Seismic Disaster in Wenchuan Earthquake[J]. Building structure . 2009, 8. 237-238.

Google Scholar

[3] YANG Pu1, JI Shu-yan1, XIAO Zhi2, LI Ying-min1. Seismic Performance Analysis and Optimum Design of RC Frame Structure Retrofitted by Viscidity Dampers[J]. Journal of Chongqing University(Natural Science Edition, 2007, 8. 114-118.

Google Scholar

[4] Li Yingmin1, Liu Jianwei2, Zhou Ziqiang3. Application of performance-based seismic retrofit for a frame building[J]. Building structure. 2012, 7. 88-92.

Google Scholar

[5] structure design method for energy dissipation systems using viscous dampers [M]. Wuhan University of Technology press, (2006).

Google Scholar

[6] LIU Yu 1, XU Xu 1, ZHOU Xiao-juan2. Analysis of Dynamic Response and Wind-Induced Vibration Control of High-Rising Structure under Typhoon[J]. Noise and Vibration Control. 2009, 4. 30-34.

Google Scholar

[7] HUANG xiaoji. design research of a tall building using fluid viscous dampers seismic [J]. Railway Engineering,. 2008, 6. 102-104.

Google Scholar

[8] SHI Chunfang1, XU Zhaodong2. DESIGN AND STUDY ON ENERGY DISSIPATION USING VISCOELASTIC DAMPERS IN PETROL HOTEL OF XI'AN [J], Architecture Technology. 2009, 8. 722-725.

Google Scholar

[9] GUO An-xin (1, 2), LI Hui~2, OU Jin-ping~2, YANG Wei-biao. Aseismic analysis of Guangchang International Center with the MR and viscous dampers[J]. World Earthquake Engineering, 2003, 12. 45-49.

Google Scholar