On the Dynamic Analysis of a Beam Carrying Multiple Mass-Spring-Mass-Damper System

Figure 3

Time history of the free-end vertical displacement for a cantilevered beam carrying three mass-spring-damper systems for a forcing frequency Ω=5 rad/s, 𝑘=0.1 N/m, 𝑇=0, 𝑀_𝑑=0.1 kg, 𝑀_𝑐=0 kg, 𝑐_𝑑=0.1 Ns/m, and 𝐿_1;2;3=0.1, 0.5, 0.9 m.