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2015 | OriginalPaper | Buchkapitel

3. A Fish-Bone Beam Model

verfasst von : Filippo Gazzola

Erschienen in: Mathematical Models for Suspension Bridges

Verlag: Springer International Publishing

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Abstract

In the previous chapter we saw beam models for the main span of a bridge, within different equations and different coupling with the sustaining cable. However, modeling the roadway of a suspension bridge as a beam prevents to highlight the most dangerous oscillations in bridges, the torsional oscillations which are considered responsible for the TNB collapse. If one wishes to give an answer to question (Q1) raised in Sect. 1.​6, the bridge cannot be seen as a simple one dimensional beam.

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Metadaten
Titel
A Fish-Bone Beam Model
verfasst von
Filippo Gazzola
Copyright-Jahr
2015
DOI
https://doi.org/10.1007/978-3-319-15434-3_3

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