| contributor author | Moshe Eisenberger | |
| contributor author | Jose Clastornik | |
| date accessioned | 2017-05-08T22:15:58Z | |
| date available | 2017-05-08T22:15:58Z | |
| date copyright | October 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9399%281987%29113%3A10%281454%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/75608 | |
| description abstract | Two methods for the solution of beams on variable two‐parameter elastic foundation are presented. The first is based on using the exact shape functions for beams on variable two‐parameter foundation, in order to obtain the stiffness, consistent mass, and geometric stiffness matrices. The second is based on using the cubic shape functions of a regular beam element and adding the contribution of the foundation as element foundation stiffness matrices. The two solutions are compared in an example that includes static, buckling, and vibration frequency analyses. | |
| publisher | American Society of Civil Engineers | |
| title | Beams on Variable Two‐Parameter Elastic Foundation | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 10 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1987)113:10(1454) | |
| tree | Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 010 | |
| contenttype | Fulltext | |
