The authors analyze the non-linear behaviour of composite concrete-steel beams prestressed by external tendons which are free to slip along their path defined by a finite number of saddle points with zero friction in order to examine the failure modalities for the most common static schemes and for the most common construction sequences.
Collapse modalities of composite girders prestressed by external tendons
DALL'ASTA, Andrea;
1996-01-01
Abstract
The authors analyze the non-linear behaviour of composite concrete-steel beams prestressed by external tendons which are free to slip along their path defined by a finite number of saddle points with zero friction in order to examine the failure modalities for the most common static schemes and for the most common construction sequences.File in questo prodotto:
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