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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Titolo: | Collapse modalities of composite girders prestressed by external tendons | |
Autori: | ||
Data di pubblicazione: | 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. | |
Handle: | http://hdl.handle.net/11581/242829 | |
ISBN: | 0080428304 | |
Appare nelle tipologie: | Contributo in atto di convegno su volume |
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