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Acta Mechanica
Erschienen in: Acta Mechanica 3/2024

22.03.2023 | Original Paper

Vehicle-bridge interaction and the tuned-mass damper effect on bridges during vertical earthquake excitation

verfasst von: Hossein Homaei, Elias G. Dimitrakopoulos, Ali Bakhshi

Erschienen in: Acta Mechanica | Ausgabe 3/2024

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Abstract

Many seismic studies treat a vehicle-bridge coupled system as a bridge-TMD (tuned-mass damper) system, and, unsurprisingly, have found that the vehicle usually reduces the seismic response of the bridge. The current study challenges this notion by looking deeper into how a vehicle in motion influences the seismic performance of the bridge that it traverses. Specifically, the analysis explores the underlying physical mechanisms of vehicle-bridge interaction (VBI) and TMD, identifies the dominant terms in each system, and highlights both their similarities and differences. In this context, the study compares via pertinent numerical simulations the effect of a moving vehicle versus a stationary vehicle on the bridge, under a set of natural earthquake records along solely the vertical direction. The study also shows how the vehicle’s speed and timing (i.e., time difference between a vehicle’s entry to the bridge and the earthquake’s occurrence) influence the seismic response of the bridge.
Vorheriger Artikel Editorial to special issue “Recent mechanics-based developments in structural dynamics and earthquake engineering”
Nächster Artikel A model considering the longitudinal track–bridge interaction in ballasted railway bridges subjected to high-speed trains
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Metadaten
Titel
Vehicle-bridge interaction and the tuned-mass damper effect on bridges during vertical earthquake excitation
verfasst von
Hossein Homaei
Elias G. Dimitrakopoulos
Ali Bakhshi
Publikationsdatum
22.03.2023
Verlag
Springer Vienna
Erschienen in
Acta Mechanica / Ausgabe 3/2024
Print ISSN: 0001-5970
Elektronische ISSN: 1619-6937
DOI
https://doi.org/10.1007/s00707-023-03533-2

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