Performance of Pier-to-Pier Cap Connections of Integral Bridges under Thermal and Seismic Loads

Table 2

Details of members of the bridge.

Member	Longitudinal bars	Stirrups	Additional reinforcement
Pier	34 bars of 8 mm dia.	31 bars of 6 mm dia.	Anchor rods (1): 62 nos., of 6 mm dia., anchor rods (2): 128 nos., of 6 mm dia.,
Pier cap	5 bars of 16 mm at the top, 5 bars of 8 mm at bottom	19 bars of 6 mm two legged stirrups	Side face: 8 nos., of 6 mm, girder to pier cap:12# of 10 mm bars
Slab	30 bars of 10 mm dia.	22 nos., of 6 mm bars