| contributor author | Christopher J. Brown | |
| contributor author | Alan L. Yettram | |
| contributor author | Mark Burnett | |
| date accessioned | 2017-05-08T22:07:23Z | |
| date available | 2017-05-08T22:07:23Z | |
| date copyright | May 1987 | |
| date issued | 1987 | |
| identifier other | 29757718.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71772 | |
| description abstract | The conjugate load/displacement method for elastic stability analysis is applied to square plates with a range of centrally located rectangular perforation sizes and shapes, subjected to various in-plane loading conditions. Results are presented for both fully fixed and simply supported boundary conditions giving lowest buckling coefficients. The increase of buckling coefficient with the removal of material, which occurs in many cases, is explained. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Plates with Rectangular Holes | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:5(1111) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005 | |
| contenttype | Fulltext | |
