Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test

Table 3

Collision element parameters and corresponding values.

Parameter	Value
	5.42 × 10^9 Pa
n	1.5
e	0.8
	25.4 mm
a	0.1
	2.54 mm
	8.64 × 10^8 Pa
	10.38 × 10^8 Pa
	3.85 × 10^8 Pa