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

<div>The structural VDV of models with different <i>f</i><sub>2</sub> when <i>f</i><sub>3</sub> = 2.8 Hz.</div>

Shock and Vibration

fig33

Figure 33

Figure 33: Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 

Figure 33 | Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 