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

<div>The structural VDV results when <i>f</i><sub>2</sub> = 1.8 Hz, <i>f</i><sub>3</sub> = 2.8 Hz of model.</div>

Shock and Vibration

fig29

Figure 29

Figure 29: Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 

Figure 29 | Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 