In-Plane Vibration Response of the Periodic Viaduct on Saturated Soil under Rayleigh Surface Wave

Table 2

The spring stiffness of beam-beam and beam-pier.

Spring stiffness of beam-beam	(N/m)
	(N/m)
	(N⋅m/rad)
Spring stiffness of left beam-pier	(N/m)
	(N/m)
	(N⋅m/rad)
Spring stiffness of right beam-pier	(N/m)
	(N/m)
	(N⋅m/rad)