DocumentCode :
358949
Title :
Vibration control of bridge decks under vertical earthquake component
Author :
Metwally, H.M. ; Awad, T. ; Al-Chaar, N.A.
Author_Institution :
Dept. of Mech. Eng., Alexandria Univ., Egypt
Volume :
5
fYear :
2000
fDate :
2000
Firstpage :
3570
Abstract :
Presents vibration control of bridge decks under vertical earthquake component using different control methods. An improved transfer matrix with control method is used to determine the temporal dynamic response. An optimal control algorithm is proposed to discuss active control. Passive control as a tuned mass damper (TMD) is tuned to the first dominant vertical mode and installed in the middle of the bridge. A fast Fourier transform is used to study the results in the frequency domain
Keywords :
closed loop systems; dynamic response; matrix algebra; optimal control; structural engineering; transfer function matrices; vibration control; active control; bridge decks; first dominant vertical mode; optimal control algorithm; passive control; temporal dynamic response; transfer matrix; tuned mass damper; vertical earthquake component; Bridges; Cost function; Differential equations; Earthquakes; Force control; Matrices; Optimal control; Riccati equations; Steady-state; Vibration control;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
American Control Conference, 2000. Proceedings of the 2000
Conference_Location :
Chicago, IL
ISSN :
0743-1619
Print_ISBN :
0-7803-5519-9
Type :
conf
DOI :
10.1109/ACC.2000.879234
Filename :
879234
Link To Document :
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