Exact(5)
The study also reports the construction of full scale bridge prototypes and their experimental testing.
Thereafter, the proposed ECC material combined with FRP reinforcement was adopted to conduct link slab specimens in full scale bridge decks.
Using the validated numerical model, a full scale bridge pier model is developed to simulate the barge impact on bridge piers.
The 4350 × 3250 mm footprint of the test bridge represents a 1 2.75 scale of a 12.5 m span full scale bridge.
Several nonlinear analyses are carried out on a previously tested full scale bridge pier and a 10-story structure to show the influence of the power values on the cyclic and dynamic structural response.
Similar(55)
IRT testing was conducted in-situ on full-scale bridge decks.
Then, a series of experiments are carried out on a laboratory-size specimen and full-scale bridge and building structures.
Moreover, torsional VIVs appeared in the section model test, whereas it was not observed in the full-scale bridge.
Three case studies of a numerical beam, a tested reinforced concrete frame and a tested full-scale bridge have been used to verify the proposed method.
A 9.59 m long, 2.7 m high and 2.55 m wide full-scale bridge deck was constructed in the steel fabricator's shop.
Finally, the proposed NN-based algorithm was embedded into a wireless impedance sensor node to detect real damage in a full-scale bridge.
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