Dynamic Reliability of Continuous Rigid-Frame Bridges under Stochastic Moving Vehicle Loads

Table 1

Critical parameters of three continuous rigid-frame bridges.

Bridge name	Span combination (m)	Height of the 0# segment (m)	Maximum deflection (m)		Dynamic ratio between poor and good RRCs
			RRC = good	RRC = poor
Shizijing River Bridge	74 + 140 + 74	8.0	−0.137	−0.182	1.32
Labajin Bridge	105 + 200 + 200 + 105	12.5	−0.196	−0.246	1.25
Lengshui River Bridge	130 + 248 + 130	16.0	−0.254	−0.273	1.07