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

<div>The influence of passive crowd parameters on structural dynamic responses of max acceleration VDV, RMS, and peak values.</div>

Shock and Vibration

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Figure 19

Figure 19: Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 

Figure 19 | Investigation of Dynamic Responses and Vibration Serviceability of Temporary Grandstands by a 3 DOF Interaction Model due to Swaying Motion 