Chapter
Apr 26, 2012
Influence Factors Analysis of Buffeting Response of Self-Anchored Cable-Stayed Suspension Bridge
Authors: Haixin Huang [email protected], Ying Zhang [email protected];, Bo Liu [email protected], and Fuyou Xu [email protected]Author Affiliations
Publication: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Abstract
Self-anchored cable-stayed suspension Bridges, as a new type of bridge is rarely investigated. Based on simulating turbulent wind fields, the effects of some factors such as geometrical nonlinearity, lateral aerodynamic memory effect, and fluctuating wind on main cables on buffeting response of the Dalian Harbor Sea-routine Bridge, a self-anchored cable-stayed suspension with 800m main span, are analyzed and the characteristics of buffeting response for the new type of bridge are summarized. It is worthy of concern in results that fluctuating winds on the cables causes the vibration of main cables and brings coupling vibration of the stiffing girder, which makes a greater effect on the girder of a self-anchored cable-stayed suspension bridge than those on the girder of a general suspension bridge.
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Published In
ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Pages: 1 - 7
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
School of Civil Engineering, Hebei University of Technology, Tianjin 300401, PR China. E-mail: [email protected]
Library, Hebei University of Technology, Tianjin 300401, PR China; 85627187. E-mail: [email protected];
School of Civil Engineering, Hebei University of Technology, Tianjin 300401, PR China. E-mail: [email protected]
Bridge Engingering institute, Dalian University of Technology, Dalian 116023, PR China. E-mail: [email protected]
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