Experimental data used to carry out structural identification (either artificial or natural), usually consist of time-histories both of the excitation and of the response; however, in the civil engineering field it can be sometimes necessary to refer only to the measured response, due to difficulties to measure the forcing action, as it happens for wind-induced loads or for traffic (road or rail-road) induced loads.
Train-induced vibrations of masonry railway bridges / V., Sepe; Vestroni, Fabrizio; Vidoli, Stefano; R., Mele; M., Tisalvi. - STAMPA. - 1:(2005), pp. 161-166. (Intervento presentato al convegno Sixth European Conference on Structural Dynamics EURODYN 2005 tenutosi a Paris; France nel SEPTEMBER 2005).
Train-induced vibrations of masonry railway bridges
VESTRONI, Fabrizio;VIDOLI, Stefano;
2005
Abstract
Experimental data used to carry out structural identification (either artificial or natural), usually consist of time-histories both of the excitation and of the response; however, in the civil engineering field it can be sometimes necessary to refer only to the measured response, due to difficulties to measure the forcing action, as it happens for wind-induced loads or for traffic (road or rail-road) induced loads.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
