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.
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(b)
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(d)
(e)