Active mass damper control for cable stayed bridge under construction: an experimental study

2011 ◽  
Vol 38 (2) ◽  
pp. 141-156 ◽  
Author(s):  
Hao Chen ◽  
Zhi Sun ◽  
Limin Sun
Keyword(s):  
Experimental Study ◽  
Active Mass ◽  
Cable Stayed Bridge ◽  
Mass Damper ◽  
Active Mass Damper ◽  
Damper Control ◽  
Under Construction

scholarly journals Vibration Control of Bridge Tower Under Construction Using Active Mass Damper

2011 ◽  
Vol 47 (5) ◽  
pp. 247-252
Author(s):  
Hiroaki KAGAYA ◽  
Toshihiro TAMAKI ◽  
Yoshikazu NISHI ◽  
Yoichi NAGAO ◽  
Kazunori YAMAGUCHI
Keyword(s):  
Vibration Control ◽  
Active Mass ◽  
Mass Damper ◽  
Active Mass Damper ◽  
Under Construction ◽  
Bridge Tower

Passive and active mass damper control of the response of tall buildings to wind gustiness

2003 ◽  
Vol 25 (9) ◽  
pp. 1199-1209 ◽  
Author(s):  
Francesco Ricciardelli ◽  
A.David Pizzimenti ◽  
Massimiliano Mattei
Keyword(s):  
Tall Buildings ◽  
Active Mass ◽  
Mass Damper ◽  
Active Mass Damper ◽  
Damper Control

scholarly journals Seismic Resistance and Parametric Study of Building under Control of Impulsive Semi-Active Mass Damper

2021 ◽  
Vol 11 (6) ◽  
pp. 2468
Author(s):  
Ming-Hsiang Shih ◽  
Wen-Pei Sung
Keyword(s):  
Frequency Ratio ◽  
Efficiency Index ◽  
Reduction Ratio ◽  
Seismic Resistance ◽  
Control Effect ◽  
Active Mass ◽  
High Rise ◽  
Mass Damper ◽  
Active Mass Damper ◽  
External Forces

When high-rise buildings are shaken due to external forces, the facilities of the building can be damaged. A Tuned Mass Damper (TMD) can resolve this issue, but the seismic resistance of TMD is exhausted due to the detuning effect. The Impulsive Semi-Active Mass Damper (ISAMD) is proposed with fast coupling and decoupling at the active joint between the mass and structure to overcome the detuning effect. The seismic proof effects of a high-rise building with TMD and ISAMD were compared. The numerical analysis results indicate that: (1) the reduction ratio of the maximum roof displacement response and the mean square root of the displacement reduction ratio of the building with the ISAMD were higher than 30% and 60%, respectively; (2) the sensitivity of the efficiency index to the frequency ratio of the ISAMD was very low, and detuning did not occur in the building with the ISAMD; (3) to achieve stable seismic resistance of the ISAMD, its frequency ratio should be between 2 and 4; (4) the amount of displacement of the control mass block of the ISAMD can be reduced by enhancing the stiffness of the auxiliary spring of the ISAMD; and (5) the proposed ISAMD has a stable control effect, regardless of the earthquake distance.

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