Research Article
Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab
Figure 17
Load-deflection curves of the TGCB models with different concrete compressive strength: (a) outer girder G1 in curved TGCB models, (b) inner girder G2 in curved TGCB models, and (c) straight TGCB models.
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(b) |
(c) |