Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion

<div>The influence of other <i>f</i><sub>2</sub> values on structural dynamic responses when <i>ζ</i><sub>3</sub> = 0.5.</div>

Shock and Vibration

fig22

Figure 22

Figure 22: Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 

Figure 22 | Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 