Swing Characteristics and Vibration Feature of Tower Cranes under Compound Working Condition

<div>Response of <i>L</i>, <i>θ</i><sub>0</sub>, and <i>β</i><sub>0</sub> to the LLCM.</div>

Shock and Vibration

Figure 7: Swing Characteristics and Vibration Feature of Tower Cranes under Compound Working Condition 