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

Table 1

Scale factors.

Physical quantity	Similitude	Scale factor
Length	NL	100
Time	Nt	2
Modulus of elasticity	NE	12
Mass	NM	224, 442
Stiffness		56, 110.5
Fundamental frequency		0.5
Acceleration		25