Proceedings of the 2016 6th International Conference on Mechatronics, Computer and Education Informationization (MCEI 2016)

Experimental Study on Spring Deformation of Vibration Isolation Turbine-generator Foundation under Horizontal Earthquake

Authors
Dong An, Tiejun Qu
Corresponding Author
Dong An
Available Online December 2016.
DOI
https://doi.org/10.2991/mcei-16.2016.13How to use a DOI?
Keywords
Spring deformation; Turbine-generator foundation; Spring vibration isolating; Horizontal earthquake
Abstract
The pseudo-dynamic test was conducted on the turbine-generator spring vibration isolation foundation to study the spring deformation under action of horizontal earthquake. The test model is 1:8 according to the similarity relation conversion. By experimental results, the story drift of spring vibration vibrating foundation is under the limit value provided in Code for seismic design of buildings. With the existing of spring vibration isolation, the foundation has good performance in the horizontal earthquake. The displacements of columns are no longer equal because of the spring vibration isolation. The earthquake force is redistributed to the columns so that each one can fully play its role.
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Proceedings
2016 6th International Conference on Mechatronics, Computer and Education Informationization (MCEI 2016)
Part of series
Advances in Intelligent Systems Research
Publication Date
December 2016
ISBN
978-94-6252-282-4
ISSN
1951-6851
DOI
https://doi.org/10.2991/mcei-16.2016.13How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Dong An
AU  - Tiejun Qu
PY  - 2016/12
DA  - 2016/12
TI  - Experimental Study on Spring Deformation of Vibration Isolation Turbine-generator Foundation under Horizontal Earthquake
BT  - 2016 6th International Conference on Mechatronics, Computer and Education Informationization (MCEI 2016)
PB  - Atlantis Press
SN  - 1951-6851
UR  - https://doi.org/10.2991/mcei-16.2016.13
DO  - https://doi.org/10.2991/mcei-16.2016.13
ID  - An2016/12
ER  -