Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments

Table 2

Parameters of the prototype and model.

Parameter	Prototype dimension	Model dimension
Bridge span	100 m	1000 mm
Pier height	15.5 m	155 mm
Pier-to-pier distance	50 m	500 mm
Pier width	3.44 m	30 mm
Pier thickness	1.48 m	3 mm
Ipier	0.39 m^4	67.5 mm^4
Kbending
Effective mass
	0.98 Hz	1.96 Hz
	—	1.45 Hz
	—	1.75 Hz