Chapter
Apr 26, 2012
Effects of Cables on Dynamic Properties of Short-Span Cable-Stayed Bridges
Publication: Design, Construction, Rehabilitation, and Maintenance of Bridges
Abstract
In this paper, dynamic properties of short-span cable-stayed bridges are analyzed by finite element method with emphasis on effect of cable's tension and cable model. The results show that the cable's tensions have great effect on the dynamic property of the short-span cable-stayed bridges, especially the longitudinal frequency. Single element cable model (SECM) and Multi-element cable model (MECM) are used for frequency domain and response in time domain analysis of short-span cable-stayed bridge. The results for frequency domain are similar for SECM and MECM, while difference in time domain response can be found.
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Information
Published In
Design, Construction, Rehabilitation, and Maintenance of Bridges
Pages: 190 - 197
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge engineering
- Bridges
- Bridges (by type)
- Cable stayed bridges
- Cables
- Dynamic models
- Dynamic properties
- Engineering fundamentals
- Equipment and machinery
- Finite element method
- Methodology (by type)
- Models (by type)
- Numerical methods
- Structural behavior
- Structural engineering
- Structural members
- Structural systems
- Tension members
Authors
Affiliations
PH.D, School of Mechanical, Electronic and Control Engineering, Beijing Jiaotong University, 3# Shangyuancun, Xizhimenwai, Beijing, Beijing P.R. China 10044; and Professor, Shijiazhuang Tiedao University, 17# East Road, Second North Ring, Shijiazhuang, Hebei P.R.China, 050043.E-mail: [email protected]
Professor, Shijiazhuang Tiedao University, 17# East Road, Second North Ring, Shijiazhuang, Hebei P.R.China, 050043.E-mail: du [email protected]
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