| contributor author | S. A. Thau | |
| contributor author | A. Umek | |
| date accessioned | 2017-05-09T01:35:42Z | |
| date available | 2017-05-09T01:35:42Z | |
| date copyright | December, 1973 | |
| date issued | 1973 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25994#1061_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/163365 | |
| description abstract | A rigid rectangular foundation, embedded at an arbitrary depth below the surface of an elastic half space is subjected to a plane, transient SH-wave. The Laplace and Kantorovich-Lebedev transforms are applied to derive the equation of motion for the foundation during the initial time period required for an SH-wave to traverse the base width. The peak impulse response is found to occur during this time and the response there-after appears to be valid based on a comparison with the known, long-time limit. Consequently, the results presented here can be convolved with an earthquake accelerogram to yield an accurate foundation earthquake response. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Transient Response of a Buried Foundation to Antiplane Shear Waves | |
| type | Journal Paper | |
| journal volume | 40 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3423126 | |
| journal fristpage | 1061 | |
| journal lastpage | 1066 | |
| identifier eissn | 1528-9036 | |
| keywords | Waves | |
| keywords | Shear (Mechanics) | |
| keywords | Transients (Dynamics) | |
| keywords | Earthquakes | |
| keywords | Elastic half space | |
| keywords | Equations of motion AND Impulse (Physics) | |
| tree | Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 004 | |
| contenttype | Fulltext | |
