Calculation and Analysis of a Tall Building Seismic Isolation Design

Hao Ming Cai; Zhong Tao; Xin Li Cao

doi:10.4028/www.scientific.net/AMM.353-356.2177

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The CMP Cross-Correlation Method and its Limitation
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Analysis on Seismic Behavior of Gravity Dam Based on ANSYS
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Definition of Strain Amplitude for Cyclic Model to Simulate Actual Damping of Soils under Irregular Loadings
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Offshore Sea Airport Revetment Structure Foundation Liquefaction Analysis
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Calculation and Analysis of a Tall Building Seismic Isolation Design
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Research on Tuned Mass Damper for Vibration Control of Tower under Multi-Dimensional Seismic Excitations
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Effects of Epicentral Distance and Seismogenic Fault Distance on Seismic Damage of Dams in Wenchuan Earthquake
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Effects of Friction Force at Movable Supports on Seismic Performance of a Continuous Beam Bridge
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Research of Earthquake Resistance Performance on the Mega-Sub Controlled Structure
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Calculation and Analysis of a Tall Building...

Calculation and Analysis of a Tall Building Seismic Isolation Design

Abstract:

In this paper, we calculate and analyze a tall building project of seismic isolation design. It is a frame-shear wall structure, which has twelve stories on the ground. And then, we use the time history analysis method to calculate the isolation structure. It is found that isolation equipment can extend the period of the structure, reduce the story drift in frequency earthquake. And it also can control the response of the structure. In rare earthquake, the story drift can meet the demand of unclasped; the displacement and force of the equipment can satisfy the demand of the code for seismic design of building.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2177-2180

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2177

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Online since:

August 2013

Authors:

Hao Ming Cai*, Zhong Tao, Xin Li Cao

Keywords:

Isolation, No Collapsing with Strong Earthquake, Time History Analysis Method

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* - Corresponding Author

References

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