The authors examine composite steel-concrete beams prestressed by external cable, in order to analyze the influence of the most common construction and prestressing sequences, by evaluating both the initial linear behaviour and the non linear behaviour under increasing loads up to failure.
Construction sequence effects on externally prestressed composite girders
DALL'ASTA, Andrea;
1997-01-01
Abstract
The authors examine composite steel-concrete beams prestressed by external cable, in order to analyze the influence of the most common construction and prestressing sequences, by evaluating both the initial linear behaviour and the non linear behaviour under increasing loads up to failure.File in questo prodotto:
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