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Therefore, the exact solution to free vibration of elastically restrained Timoshenko beam on an arbitrary variable elastic foundation using Green Function is pre sented

To investigate the effects of the interaction of cracks, extended finite element method has been uti lized to simulate the brittle fracture of a plate containing two offset cracks.

tational scheme can provide second order estimates of the mean and variance without using the derivatives of the system matrices; therefore, compared with the traditional

The analysis of results obtained on the comparison between the experimental fatigue limit and the calculated ones obtained from Crossland and Sines fatigue criteria

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On the contrary, in the simple supported rectangular slab, only the central reinforcing bottom steel bars placed perpendicular to the long central strip yielded, strip