Balkentragwerke unter wandernder Last

2016
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Author: Dieter Dinkler
Published in: Einführung in die Strukturdynamik
Publisher: Springer Fachmedien Wiesbaden

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Abstract

Die Verkehrsbelastung von Brücken wird in den Bemessungsnachweisen als quasi–statisch angesetzt, wenn das Schwingungsverhalten vernachlässigbar ist. Dies bedeutet, dass zwar räumlich unterschiedliche Laststellungen von Straßen– und Schienenfahrzeugen angesetzt werden, jedoch der Einfluß aus der Bewegung der Fahrzeuge vernachlässigt wird. Mithilfe von genaueren Modellen kann jedoch auch der Einfluß aus der Bewegung der Fahrzeuge berücksichtigt werden, was insbesondere bei Hochgeschwindigkeitszügen erforderlich ist.

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Metadata

Title: Balkentragwerke unter wandernder Last
Author: Dieter Dinkler
Publisher: Springer Fachmedien Wiesbaden
Book: Einführung in die Strukturdynamik
Print ISBN: 978-3-658-15070-9

Electronic ISBN: 978-3-658-15071-6

Copyright Year: 2016
DOI: https://doi.org/10.1007/978-3-658-15071-6_27