Schadensidentifikation mit modalen Parametern: Anwendung auf extern vorgespannte Hohlkastenbrücken

With a focus on the monitoring of concrete bridges, this study evaluates 19 different methods under realistic constraints. Then, the detailed numerical model of an unbonded post-tensioned box-girder bridge is created. There, nonlinear material laws, which have been validated by laboratory tests, are...

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Detalles Bibliográficos
Autor Principal: Haag, Björn
Formato: Online
Idioma:alemán
Publicado: KIT Scientific Publishing 2021
Subjects:
Acceso en liña:34541
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