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If P u1 is the smaller of the two values, the failure mode is "flexural failure".
For types-2, -3, -4, and -5, the results are approximately similar, and the fundamental mode is flexural in the x or y direction.
For types-4, -5, and -6 of SW positions where at least one pair of the parallel SWs is on the perimeter of the building, the results show that the fundamental mode is flexural in the y direction.
The results show that for type-1 of SW position where the SWs are near the center of the building, the fundamental mode is flexural in the y direction, but the third mode is torsional.
Corrosion in compression reinforcement adversely affected the yield drift and had a minor negative effect on the ultimate drift when the failure mode is flexural shear.
Similar(55)
In all cases, the failure mode was flexural failure due to the formation of a plastic hinge mechanism.
It had no or some degree of positive effect on the ultimate drift when the failure mode was flexural shear.
Corrosion in transverse reinforcement had a negative impact on the yield drift and ultimate drift when the failure mode was flexural shear.
For type-2, the fundamental mode is still torsional, but the second and third modes are flexural in the y and x directions, respectively.
It is concluded that PHC pipe piles perform favorably plastic and ductile behavior, and their failure modes are flexural (bending) not brittle (shear).
The results show that for type-1 of SW position where the SWs are near the center of the building, the fundamental mode is torsional, but the second and third modes are flexural in the y and x directions, respectively.
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