Application of Viscoelastic Tuned Mass Dampers in Vibration Mitigation of Steel Joist Jack Arch Floor Structures

Table 2

Peak response acceleration of the jack arch floor structure under different walk-in-place load models.

Model	Load frequency (Hz)	Peak response acceleration (%g)
Blanchard et al. [29]	1.5; 2.0; 3.0	0.086; 0.029; 0.076
Bachmann and Ammann [30]	1.5; 2.0; 3.0	N/A; 0.142; N/A
Kerr [31]	1.5; 2.0; 3.0	0.060; 0.091; 0.388
Young [32]	1.5; 2.0; 3.0	0.078; 0.074; N/A
Chen [33]	1.5; 2.0; 3.0	0.110; 0.147; 0.340

Not applicable as the loading frequency is beyond the valid range of the model.