A mechanical model describing the planar elasto-dynamics of arch bridges with general arch profiles is presented. The model is amenable to analytical or semi-analytical treatments and is effective for parametric studies, design of control systems or structural optimizations. The Ritz's energy approach is employed to calculate the solutions of the vibration eigenvalue problem-natural frequencies and mode shapes-and the forced responses to external excitations, namely those induced by the passage of trains. A closed-form solution of the bridge dynamic response to the transit of trains with arbitrary load distributions and running speeds is found and the train-induced resonances are accordingly discussed. In particular, three European high-speed trains-the French TGV, the Italian ETR 500, and the German ICE-traversing a lower-deck steel arch bridge are considered and the ensuing responses are investigated. (C) 2007 Elsevier Ltd. All rights reserved.
Dynamic response of arch bridges traversed by high-speed trains / Lacarbonara, Walter; Valerio, Colone. - In: JOURNAL OF SOUND AND VIBRATION. - ISSN 0022-460X. - STAMPA. - 304:1-2(2007), pp. 72-90. [10.1016/j.jsv.2007.01.037]
Dynamic response of arch bridges traversed by high-speed trains
LACARBONARA, Walter;
2007
Abstract
A mechanical model describing the planar elasto-dynamics of arch bridges with general arch profiles is presented. The model is amenable to analytical or semi-analytical treatments and is effective for parametric studies, design of control systems or structural optimizations. The Ritz's energy approach is employed to calculate the solutions of the vibration eigenvalue problem-natural frequencies and mode shapes-and the forced responses to external excitations, namely those induced by the passage of trains. A closed-form solution of the bridge dynamic response to the transit of trains with arbitrary load distributions and running speeds is found and the train-induced resonances are accordingly discussed. In particular, three European high-speed trains-the French TGV, the Italian ETR 500, and the German ICE-traversing a lower-deck steel arch bridge are considered and the ensuing responses are investigated. (C) 2007 Elsevier Ltd. All rights reserved.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
