Time‐Dependent Analysis of PC Cable‐Stayed Bridges
Publication: Journal of Structural Engineering
Volume 109, Issue 8
Abstract
A computer method is presented for the analysis of cable‐stayed prestressed concrete bridges for time‐dependent effects of creep and shrinkage of concrete and relaxation of prestressing steel. Nonlinear behavior due to change of geometry and change of stiffness arising from bending by axial forces is included.
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References
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 109 • Issue 8 • August 1983
Pages: 1980 - 1996
Copyright
Copyright © 1983 ASCE.
History
Published online: Aug 1, 1983
Published in print: Aug 1983
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