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In this study, a 20 m long full-scale spliced PSC girder was fabricated and tested to identify its dynamic characteristics against a monolithically fabricated girder (monolithic girder) with the same dimensions.
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The day after the girder was tested, the cylinders cast previously simultaneously with each girder using the same concrete were tested to get the concrete compressive strength for the tested girder.
The SPL of the double-cell box girder was lower than that of a single-cell box girder at the same field observation points and train speed.
Now, it turns out that with small eccentricity, the collapse form of the girders is the same as that of those subjected to the centric loading.
The other two girders had the same web thickness and effective depth, Fig. 2.
Zhang et al. [18] indicated that the reason for this was that the double-track box girder was wider than the single-track girder, while the slab thicknesses of the two box girders were nearly the same.
Lifting twisted girders with the best of them is that nerdy fellow using his bare hands.
Lifting twisted girders with the best of them is that nerdy fellow from Forest Hills, N.Y., using his bare hands.
Several cylinders 150 × 300 mm were cast at the same time with each girder.
Bending moments and compressive forces of the arch rib have the same tendency as the girder.
Then, cylinders was initially cured by keeping them covered under the same conditions as their girders.
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