Abstract
The steady state response of a deep, narrow, rectangular foundation to antiplane shear waves is studied. Consideration is given first to the dynamic response of a single rigid line inclusion. This result is used to model a rectangular foundation in a manner similar to Haritos and Keer who studied the problem of a rigid block partially embedded in an elastic half-space. Because the problem is antiplane, the results arrived at for the deep, narrow, rectangular foundation also apply to a shallow, wide, rectangular foundation.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 249-261 |
| Number of pages | 13 |
| Journal | International Journal of Solids and Structures |
| Volume | 18 |
| Issue number | 3 |
| DOIs | |
| State | Published - 1982 |
ASJC Scopus subject areas
- Modeling and Simulation
- General Materials Science
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering
- Applied Mathematics