Research Article
Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab
Figure 2
Typical geometry of the bridge model (unit: mm) [23]: (a) vertical view (1/2 span), (b) cross-section, (c) layout of reinforcement, (d) top view (1/2 span), and (e) arrangement of the group studs.
(a) |
(b) |
(c) |
(d) |
(e) |