E3S Web Conf.
Volume 53, 20182018 3rd International Conference on Advances in Energy and Environment Research (ICAEER 2018)
|Number of page(s)||6|
|Section||Energy Equipment and Application|
|Published online||14 September 2018|
Numerical Simulation Analysis of Collapse Process of Isolated Structure in Strong Earthquakes
School of Architecture Economics and Engineering Management, Hubei Business College, 430079 Wuhan, China
2 Shanghai Jiuxuan Engineering Technology Co. Ltd, 200434 Shanghai, China
3 Department of Civil Engineering, Shanghai University, 200444 Shanghai, China
* Corresponding author: email@example.com
In this paper, the Abaqus model of an 8 layer isolation structure is established, and the connector element provided in the software is used to simulate the stiffness multilinearity in the horizontal and vertical direction of the isolation bearing. In the numerical analysis, six kinds of working conditions are set up to compare the vertical displacement, the peak acceleration and the interlayer displacement etc, and the effect of bearing failure on the superstructure is obtained.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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