| contributor author | Mahmoud C. Kneifati | |
| date accessioned | 2017-05-08T22:12:05Z | |
| date available | 2017-05-08T22:12:05Z | |
| date copyright | November 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9399%281985%29111%3A11%281325%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73363 | |
| description abstract | This paper studies the foundation model consisting of two spring layers interconnected by a shearing layer that was suggested by A. D. Kerr in 1964. The problem of an infinite plate strip, attached to the Kerr foundation and subjected to a uniform load and boundary forces, is solved. The results are then compared to the corresponding solutions when, the base is modeled as: (1) An elastic continuum; (2) a Winkler foundation; and (3) a Pasternak foundation. Finally, paper concludes with a study of the validity of calculating the foundation parameters explicitly from the elastic coefficients (E, v) of the base material. | |
| publisher | American Society of Civil Engineers | |
| title | Analysis of Plates on a Kerr Foundation Model | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1985)111:11(1325) | |
| tree | Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 011 | |
| contenttype | Fulltext | |
