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Interaction of a shear wall with the soil for incident plane SH waves
| Content Provider | Semantic Scholar |
|---|---|
| Author | Trifunac, Mihailo D. |
| Copyright Year | 1972 |
| Abstract | The closed-form solution of the dynamic interaction of a shear wall and the isotropic homogeneous and elastic half-space, previously studied only for vertically-incident SH waves, is generalized to any angle of incidence. It is shown that the interaction equation is independent of the incidence angle, while the surface-ground displacements heavily depend on it. For the two-dimensional model studied, it is demonstrated that disturbances generated by waves scattering and diffracting around the rigid foundation mass are not a local phenomenon but extend to large distances relative to the characteristic foundation length. |
| Starting Page | 63 |
| Ending Page | 83 |
| Page Count | 21 |
| File Format | PDF HTM / HTML |
| DOI | 10.1016/0148-9062(75)91361-3 |
| Volume Number | 62 |
| Alternate Webpage(s) | http://authors.library.caltech.edu/49736/1/1825.full.pdf |
| Alternate Webpage(s) | https://doi.org/10.1016/0148-9062%2875%2991361-3 |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
