Open Access 
Downloads
Abstract
This paper analysed seismic reducing capacity of MR damper, a very new damper, with the relative small power and the response rate is very quickly. Structural model was used in this study was three-storey steel frame under the four actual earthquakes. El Centro, Hachinohe, Kobe, Northidge and the Artificial Earthquake: A quakeEarth. Seismic reducing effect of structure was calculated relying on five algorithms: Clipped-Optimal with full state feedback of displacements and velocities, HZ/LOG with acceleration feedback in assosiation; Proposed Fuzzy Control; Gain-Scheduled Fuzzy Control and Self-Tuning Fuzzy Control with Simulink tool of Matlab. Through this studied result, MR damper with Self Tuning Fuzzy Control Algorithm has brought very good seismic reducing effect as that structure was influenced by earthquake.
Issue: Vol 12 No 4 (2009)
Page No.: 75-83
Published: Feb 28, 2009
Section: Article
DOI: https://doi.org/10.32508/stdj.v12i4.2235
Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Download PDF = 529 times
Total = 529 times
Most read articles by the same author(s)
- Thang Quoc Chu, Hoa Nhan Pham, Ben Van Tran, SEMI-ACTIVE PREDICTIVE CONTROL OF STRUCTURES WITH CONTROLLED STIFFNESS DEVICES AND VARIABLE FRICTION DAMPER SYSTEM , Science and Technology Development Journal: Vol 13 No 4 (2010)
- Phuc Quang Bao Nguyen, Hoa Nhan Pham, Thang Quoc Chu, COMPARE THE EFFICIENCY OF CONTROLLED STIFFNESS DAMPER WITH VARIABLE FRICTION DAMPER FOR SEISMIC PROTECTION OF BUILDING , Science and Technology Development Journal: Vol 12 No 8 (2009)
