Use of Aggressivity Functions in the Dimensioning of Simple-Span HSR Bridges
Use of Aggressivity Functions in the Dimensioning of Simple-Span HSR Bridges
- Neue Suche nach: Rosignoli, Chiara
- Neue Suche nach: Tenneti, Raja
- Neue Suche nach: Rosignoli, Marco
- Neue Suche nach: Rosignoli, Chiara
- Neue Suche nach: Tenneti, Raja
- Neue Suche nach: Rosignoli, Marco
Investigation of the dynamic train-structure interaction is a key component of the design of high speed railway (HSR) bridges. Train-induced resonant vibrations of simple spans may lead to excessive deck accelerations at speeds lower than the maximum line design speed, with consequent partial wheel-rail contact, reduced passenger comfort, ballast destabilization, settlement of sleepers, and rapid deterioration of track quality with need for frequent maintenance.
Dokumentinformationen
Use of Aggressivity Functions in the Dimensioning of Simple-Span HSR Bridges
Structures Congress 2013 ; 2013 ; Pittsburgh, Pennsylvania, United States
Structures Congress 2013 ; 733-743
2013-04-30
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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