| contributor author | P. Seide | |
| date accessioned | 2017-05-08T23:24:07Z | |
| date available | 2017-05-08T23:24:07Z | |
| date copyright | September, 1987 | |
| date issued | 1987 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26284#617_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/102067 | |
| description abstract | An investigation of the buckling under uniform beam load of a rectangular frame with columns restrained by linear rotational springs indicates that for certain ranges of bending stiffness ratio, length-height ratio, and support rotational stiffness parameter, the antisymmetrical bifurcation mode of buckling does not exist and buckling occurs at a symmetrical deformation limit load. The ranges of parameters for which this phenomenon may be important are studied. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Buckling of a Rectangular Frame Revisited | |
| type | Journal Paper | |
| journal volume | 54 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3173078 | |
| journal fristpage | 617 | |
| journal lastpage | 622 | |
| identifier eissn | 1528-9036 | |
| keywords | Structural frames | |
| keywords | Buckling | |
| keywords | Stress | |
| keywords | Stiffness | |
| keywords | Springs | |
| keywords | Bifurcation | |
| keywords | Deformation AND Symmetry (Physics) | |
| tree | Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 003 | |
| contenttype | Fulltext | |
