| contributor author | M. Dravinski | |
| contributor author | S. A. Thau | |
| date accessioned | 2017-05-08T23:00:12Z | |
| date available | 2017-05-08T23:00:12Z | |
| date copyright | June, 1976 | |
| date issued | 1976 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26055#295_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/88348 | |
| description abstract | A rigid rectangular foundation, embedded in an elastic half space, is subjected to a plane, transient, horizontally polarized shear (SH) wave. Embedment depth of the foundation and the angle of the incidence of the plane wave are assumed to be arbitrary. The problem considered is of the antiplane-strain type. The Laplace and Kontorovich-Lebedev transforms are employed to derive the equation of motion for the foundation during the period of time required for an SH-wave to traverse the base width of the obstacle twice. Therefore this solution includes the process of multiple diffractions at the corners of the foundation. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Multiple Diffractions of Elastic Shear Waves by a Rigid Rectangular Foundation Embedded in an Elastic Half Space | |
| type | Journal Paper | |
| journal volume | 43 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3423827 | |
| journal fristpage | 295 | |
| journal lastpage | 299 | |
| identifier eissn | 1528-9036 | |
| keywords | Waves | |
| keywords | Shear (Mechanics) | |
| keywords | Elastic half space | |
| keywords | Equations of motion AND Corners (Structural elements) | |
| tree | Journal of Applied Mechanics:;1976:;volume( 043 ):;issue: 002 | |
| contenttype | Fulltext | |
