| 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#291_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/88347 | |
| description abstract | A rigid rectangular foundation embedded in an elastic half space moves in a direction perpendicular to the surface of the half space, Fig. 1. The model under consideration is of the plane-strain type. By application of the Laplace, Fourier, and Kontorovich-Lebedev (K-L) transforms, the equation of motion for the foundation is derived. The transient response of the foundation is exact during the period of time required for a longitudinal wave to traverse the base of the foundation twice. Thus the process of multiple diffractions at the corners of the foundation is taken into account. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Multiple Diffractions of Elastic Waves by a Rigid Rectangular Foundation: Plane-Strain Model | |
| type | Journal Paper | |
| journal volume | 43 | |
| journal issue | 2 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3423826 | |
| journal fristpage | 291 | |
| journal lastpage | 294 | |
| identifier eissn | 1528-9036 | |
| keywords | Elastic waves | |
| keywords | Plane strain | |
| keywords | Elastic half space | |
| keywords | Transients (Dynamics) | |
| keywords | Equations of motion | |
| keywords | Longitudinal waves AND Corners (Structural elements) | |
| tree | Journal of Applied Mechanics:;1976:;volume( 043 ):;issue: 002 | |
| contenttype | Fulltext | |
