Automatic Evolutive Analysis of Complex Composite Bridges and Systems
Publication: Journal of Structural Engineering
Volume 115, Issue 10
Abstract
A general method is proposed for the analysis of time‐dependent effects on composite highway bridges erected in stages. All relevant sequences of construction are accounted for and implemented into a general computer program. A long‐span composite bridge over the Ebro River in Spain is presented as a practical application of the proposed method.
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Copyright © 1989 ASCE.
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Published online: Oct 1, 1989
Published in print: Oct 1989
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