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The door was locked but the light outside was burning bright, and when the three women arrived for bridge with Mr. Haysom they were puzzled to find no one answering the bell.
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Gap opening response for bridge with aspect ratio of 0.54 tends to level out with the skew for some of the cases and constantly increases with the skew for bridge with aspect ratio of 1.1.
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Annual inspections must be required for bridges with fatigue cracks or serious corrosion.
Abutment springs for bridges with shear keys showed slightly larger deformation throughout.
These conclusions were also confirmed for bridges with larger aspect ratios (Figures 17 and 18).
AASHTO (2011) stated that two-dimensional model is sufficient for bridges with skew angle less than 30°; however, for bridges with larger skew angles, three-dimensional (3D) models that account for the skew angle are necessary.
This can be attributed to the failure of the shear keys for bridges with aspect ratio of 1.1.
The optimization is performed for bridges with different span lengths and deck widths, and with various unit costs of concrete.
The network patterns considered in the paper are suitable for bridges with a light deck on evenly spaced transverse crossbeams.
For all aspect ratios, there is an increase in the transverse displacement with the skew, especially, for bridges with skew larger than 30°.
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