DocumentCode
2802337
Title
Study on parameter vibration of stay cable and resistance measure in consideration of bridge deck vibration
Author
Hou Ning ; Wang, Xiushan
Author_Institution
Chang´´an Univ., Xi´´an, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2593
Lastpage
2597
Abstract
Stay cable is the main supporting system of cable stayed bridge. Due to the external excitations, various of harmful vibrations could happen easily. Parameter vibration is the principal form of the harmful vibrations. Through the establishment of motion equation of parameter vibration, the article analyzes the occurrence mechanism of parameter vibration in consideration of coupled vibration of cables and bridge on basis of nonlinear vibration theory. According to the characteristic of parameter vibration, the method of setting dampers, an effective way to reduce vibration, can ensure the safety and the normal operation of bridge.
Keywords
bridges (structures); safety; vibrations; bridge deck vibration; cable stayed bridge; dampers; harmful vibrations; motion equation; nonlinear vibration theory; parameter vibration; resistance measure; safety; stay cable; supporting system; Bridges; Cable TV; Damping; Equations; Mathematical model; Shock absorbers; Vibrations; Resistance measure; coupled vibration of cables and bridge; damper; motion equation; parameter vibration; stay cable; vibration mechanism;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987514
Filename
5987514
Link To Document