A mixed method for transient analysis of soil–structure interaction under SH-motion
✍ Scribed by M. N. Alyagshi Eilouch; R. S. Sandhu
- Publisher
- John Wiley and Sons
- Year
- 1986
- Tongue
- English
- Weight
- 688 KB
- Volume
- 14
- Category
- Article
- ISSN
- 0098-8847
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Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
## Abstract During strong ground motion it is expected that extended structures (such as bridges) are subjected to excitation that varies along their longitudinal axis in terms of arrival time, amplitude and frequency content, a fact primarily attributed to the wave passage effect, the loss of cohe