Assessment of Semi-active Control Strategies for MR Dampers: Application to Building and Cable-Stayed Bridge Structures
碩士 === 國立臺灣大學 === 土木工程學研究所 === 92 === This paper presents the performance assessment of the semi-active control algorithms using MR dampers. In order to develop the semi-active control algorithm the unique features of the MR damper was generated which consider the intrinsic nonlinear behavior of the...
Main Authors: | Chia-Ming Chang, 張家銘 |
---|---|
Other Authors: | 羅俊雄 |
Format: | Others |
Language: | en_US |
Published: |
2004
|
Online Access: | http://ndltd.ncl.edu.tw/handle/78685088033044168343 |
Similar Items
-
Investigation on deck-stay interaction of cable-stayed bridges with attached dampers
by: Jhe-Wei Ye, et al.
Published: (2014) -
Shaking Table Test of Semi-Active Controlled Structure with MR Damper
by: Chia-Wei Chang, et al.
Published: (2007) -
Practical Design Method of Yielding Steel Dampers in Concrete Cable-Stayed Bridges
by: Yan Xu, et al.
Published: (2019-07-01) -
Research on Fluid Viscous Damper Parameters of Cable-Stayed Bridge in Northwest China
by: Xiongjun He, et al.
Published: (2017-01-01) -
Seismic Safety Enhancement of Cable-stayed Bridges with Pseudo Negative Stiffness Dampers
by: Mulyo Harris Pradono
Published: (2011)