| contributor author | J. Clastornik | |
| contributor author | M. Eisenberger | |
| contributor author | D. Z. Yankelevsky | |
| contributor author | M. A. Adin | |
| date accessioned | 2017-05-08T23:21:43Z | |
| date available | 2017-05-08T23:21:43Z | |
| date copyright | December, 1986 | |
| date issued | 1986 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26274#925_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/100694 | |
| description abstract | A stiffness approach is presented for computing the solution of beams on variable Winkler foundation. The solution may be achieved using only a small number of elements along the beam. Accuracy is dependent only on a preset user criterion. A numerical example demonstrates the efficiency and accuracy of the procedure. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Beams on Variable Winkler Elastic Foundation | |
| type | Journal Paper | |
| journal volume | 53 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3171882 | |
| journal fristpage | 925 | |
| journal lastpage | 928 | |
| identifier eissn | 1528-9036 | |
| keywords | Stiffness | |
| tree | Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004 | |
| contenttype | Fulltext | |
