Research Article

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

Table 1

Details of test seismic waves.

Seismic wavePeak acceleration (gal)Duration (s)Number

Chi Chi (1999s)W-E18.29–91.45489
N-S16.26–89.434610

EI Centro (1940s)W-E21.48–96.66408
N-S31.29–140.81408

Kobe (1995s)W-E30.78–153.90309
N-S30.57–152.85409