Energy Response Analysis of Continuous Beam Bridges with Friction Pendulum Bearing by Multihazard Source Excitations

Table 6

Structural parameters of high-speed railway bridges.

Parameters
Unit	m	m	m	m	m	m	t	m	m	t
Values	12.4	6.12	2.00	0.30	0.25	0.45	510	1.5	6.3	142