| contributor author | Z. M. Elias | |
| date accessioned | 2017-05-08T22:12:21Z | |
| date available | 2017-05-08T22:12:21Z | |
| date copyright | December 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9399%281985%29111%3A12%281539%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73531 | |
| description abstract | Buckling of a cantilever with a doubly symmetric thin-walled cross section and with one flange laterally restrained is treated by a direct variational method. The critical load is tabulated in terms of a geometric parameter for four cases of loading restraint. The critical load is always increased by flange restraint. | |
| publisher | American Society of Civil Engineers | |
| title | Buckling with Enforced Axis of Twist | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1985)111:12(1539) | |
| tree | Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012 | |
| contenttype | Fulltext | |
