Proceedings of the 2016 International Conference on Mechanics, Materials and Structural Engineering

Analysis on Semi Active Control of Eccentric Structure with Torsion Response by a TMD and MR Damper

Authors
Chengzhong Qu
Corresponding Author
Chengzhong Qu
Available Online March 2016.
DOI
10.2991/icmmse-16.2016.30How to use a DOI?
Keywords
Intelligent control Method, Magneto-rheological Fluid Damper, Seismic torsion
Abstract

In this paper, we studied the control effect of irregular structures with translation-torsion coupling response under earthquake loading by using semi-active control method. On the base of traditional resistance design method, we couple magneto-rheological fluid damper (MR) and tuned mass dampers (TMD) to controlling device, applying semi-active control strategy to control the torsion response. We build MR-TMD coupling model of semi-active control algorithm and simulation of processes, then study the torsion resistance problems.

Copyright
© 2016, 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 2016 International Conference on Mechanics, Materials and Structural Engineering
Series
Advances in Engineering Research
Publication Date
March 2016
ISBN
10.2991/icmmse-16.2016.30
ISSN
2352-5401
DOI
10.2991/icmmse-16.2016.30How to use a DOI?
Copyright
© 2016, 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

TY  - CONF
AU  - Chengzhong Qu
PY  - 2016/03
DA  - 2016/03
TI  - Analysis on Semi Active Control of Eccentric Structure with Torsion Response by a TMD and MR Damper
BT  - Proceedings of the 2016 International Conference on Mechanics, Materials and Structural Engineering
PB  - Atlantis Press
SP  - 176
EP  - 181
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmmse-16.2016.30
DO  - 10.2991/icmmse-16.2016.30
ID  - Qu2016/03
ER  -