Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)

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Simulation of Earthquake Response of High Building with Soil-structure System

Authors
Yun ZHAO, Hua WEI, Haijun WANG
Corresponding Author
Yun ZHAO
Available Online September 2012.
DOI
10.2991/emeit.2012.152How to use a DOI?
Keywords
simulation, high-rise structure, earthquake response, interaction of soil-structure
Abstract

The simulation technique(ST) is applied to simulating the earthquake response of a high building with a soil-structure system.In order to simulate the dynamic response accurately,the soil-structure interaction(SSI) is considered and a three-dimension spring is applied for the model.The time history curves of the displacement, velocity and velocity of the stucture are achieved. The results of analysis in this paper are very accord with engineering practices.

Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
Series
Advances in Intelligent Systems Research
Publication Date
September 2012
ISBN
10.2991/emeit.2012.152
ISSN
1951-6851
DOI
10.2991/emeit.2012.152How to use a DOI?
Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

risenwbib
TY  - CONF
AU  - Yun ZHAO
AU  - Hua WEI
AU  - Haijun WANG
PY  - 2012/09
DA  - 2012/09
TI  - Simulation of Earthquake Response of High Building with Soil-structure System
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 713
EP  - 716
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.152
DO  - 10.2991/emeit.2012.152
ID  - ZHAO2012/09
ER  -