Provedeno je eksperimentalno ispitivanje dinamičkog odziva modela slobodno oslonjene grede s dodatnim koncentriranim masama. Određene su amplitude pobude unutar kojih je odgovor grede linearan. Prikazani su eksperimentalno dobiveni rezultati za pomake grede prilikom harmonijske jednolike i nejednolike pobude te prilikom simulacije Northridge potresnog zapisa, koji se mogu koristiti kao eksperimentalni benchmark primjerci za nejednoliku pobudu oslonaca. Experimental testing of the dynamic response of a simply supported beam model with discrete masses has been carried out. The range of excitation amplitudes for which the response is linear have been determined. The experimentally obtained displacements are presented for the case of harmonic uniform and non-uniform excitation, as well as for the simulation of the Northridge earthquake, which could be used as experimental benchmarks for multiple support excitation.