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

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.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11581/242829
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