Simulation of Earthquake Response of High-rise Structure

DOI

10.2991/emeit.2012.151How to use a DOI?

Keywords

simulation, high-rise structure, dynamic response

Abstract

It has been proved by more and more practices that the simulation technique (ST) can get a more satisfied result than experiments in some cases like large-span or high-raise structures. Herein, the ST is applied to simulating the earthquake response of a high building on a rigid-foundation based on the SIMUSHIS (Multimedia Simulation System of Seism-induced High-rise Structure) which is developed in ANSYS Workbench. In this paper, the simulation analysis method for high-raise structures, combined with technology of the real-time dynamic display, will be set up to analyze the earthquake response of structures.

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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TY  - CONF
AU  - Yun ZHAO
AU  - Hua WEI
AU  - Haijun WANG
PY  - 2012/09
DA  - 2012/09
TI  - Simulation of Earthquake Response of High-rise Structure
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 709
EP  - 712
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.151
DO  - 10.2991/emeit.2012.151
ID  - ZHAO2012/09
ER  -