System-Level Seismic Risk Assessment of Bridge Transportation Networks Employing Probabilistic Seismic Hazard Analysis

Table 3

Maximum flow capacity of links in the Pohang transportation network.

Maximum flow capacity (number of vehicles per hour)	Link numbers
2200	(2,5), (4,5), (5,6), (6,11), (10,11), (11,14), (14,15), (15,23), (22,23), (23,25), (22,28), (28,29), (29,30), (30,32)
4400	(1,2), (2,3), (2,4), (4,7), (7,10), (13,14), (14,16), (16,17), (17,18), (17,21), (18,19), (19,20), (19,24), (20,21), (21,22), (24,25), (25,26), (26,27), (27,35), (29,31), (31,32), (31,33), (32,34), (33,34), (33,36), (35,36), (35,37)
6520	(8,9), (9,10), (10,12), (12,18), (27,37)