Seismic Isolation Design of Multistory Building

Xiao Song; Peng Li; Guang Sheng Xu

doi:10.4028/www.scientific.net/AMM.204-208.3592

Paper Titles

Analyse the Benefit of Technical and Economic of Crowded Reamed Pile
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Test Research on Loading Safety and Space Finite Element Analysis of Existing Buildings Reconstruction
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A Study on the Balcony Thermal Environment Design in China’s Cold Zones
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Simulation of Wind Pressure for Self-Stayed Rod Based on CFD
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Seismic Isolation Design of Multistory Building
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The Modeling of the Real Building Object by Using the Model of a Two-Layer Beam of Variable Rigidity on an Elastic Basis
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The Study of Relationship between Aspect Ratio of the Buildings and the Sunshine Spacing
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A Nonlinear Analysis for the Retrofitting of a RC Existing Building by Increasing the Cross Sections of the Columns and Accounting for the Influence of the Confined Concrete
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Research on Absorption of Special Impregnated Paper for Plywood Formwork
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Seismic Isolation Design of Multistory Building

Seismic Isolation Design of Multistory Building

Abstract:

Design process and the nonlinear time history analysis for base isolation system is performed in this paper. The results show that the earthquake acceleration and displacement response of isolated structure can be significantly reduced. Application of the isolation system to improve the seismic capacity of the structure,can effectively reduce the response of upper structure of in earthquake.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

3592-3595

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3592

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Online since:

October 2012

Authors:

Xiao Song, Peng Li, Guang Sheng Xu

Keywords:

LRB, Multistory Building, Nonlinear Time-History Analysis

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References

[1] Xiao Song: Control and Its Optimization of The Bridge Induced and Wind Induced Vibration of Self-Stayed Crooked Rod on Bridge. (MS., Zhejiang University of Technology, China 2007) pp.12-15.

Google Scholar

[2] Fulin Zhou. Engineering Structure Damping Control. (The earthquake press, China 1997).

Google Scholar

[3] Palazzo. Petti L. Response of Base Isolated System to Random Excitation . European Earthquake Engineering, Vol. 10 (2) (1996), p.751.

Google Scholar

[4] Jiahao Lin, Pseudo-excitation Method. (Science press, China 2004).

Google Scholar

[5] Xiaoping Wu, Complex Bridge Structure Comprehensive Detection System Development Research, (Ph. D, Zhejiang University of Technology, China 2005), pp.15-18.

Google Scholar