Chapter
Apr 26, 2012
Reliability Analysis of Cable-Stayed Bridge under Reaction of Seldom Occurred Earthquake
Authors: Feng-chen Li, Ph.D. [email protected], Li-na Zhang [email protected], Da-peng Wang [email protected], Ze-ping Yang [email protected], and Ou Yang [email protected]Author Affiliations
Publication: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Abstract
Because of the importance of seismic engineering, a practical cable-stayed bridge under the earthquake reaction is analyzed. The dynamic calculation model of the large-span cable-stayed bridge is created by ANSYS. The reaction of the bridge and the stay cable under seldom occurred earthquake is analyzed. The rationality of its design is checked. The results demonstrate that the failure of the dropped beam in superstructure and the shear failure of the bridge tower and pier can not occur under the seismic design grade specified by seismic code. The emergency capacity of the cable is enough in the safety standards. The results demonstrate that the design of the large-span cable-stayed bridge is reasonable.
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ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Pages: 1 - 6
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
East China Institute of Technology, Fuzhou, JX 344000 China. E-mail: [email protected]
East China Institute of Technology, M.E., Fuzhou, JX 344000 China. E-mail: [email protected]
School of Civil Engineering, Harbin Institute of Technology, Ph.D., Harbin 150090, China. E-mail: [email protected]
East China Institute of Technology, M.E., Fuzhou, JX 344000 China. E-mail: [email protected]
School of Civil Engineering, Harbin Institute of Technology, Ph.D., Harbin 150090, China. E-mail: [email protected]
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