| contributor author | Sammy C. W. Lau | |
| contributor author | Gregory J. Hancock | |
| date accessioned | 2017-05-08T20:52:28Z | |
| date available | 2017-05-08T20:52:28Z | |
| date copyright | May 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A5%281063%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30054 | |
| description abstract | Explicit analytical expressions are derived to predict the distortional buckling stress of thin‐walled channel section columns with a range of section geometries, including column types used for industrial storage racks. The analytical expressions are based on an approximate model of the distortional buckling mode. Simplified expressions are developed to allow explicit evaluation of the distortional buckling stress by designers. The simplified expressions are compared with an accurate finite strip analysis to check the validity and range of applicability. A simple design example is included in the study. | |
| publisher | American Society of Civil Engineers | |
| title | Distortional Buckling Formulas for Channel Columns | |
| 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(1063) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005 | |
| contenttype | Fulltext | |
