| contributor author | Bruce G. Johnston | |
| date accessioned | 2017-05-08T20:50:49Z | |
| date available | 2017-05-08T20:50:49Z | |
| date copyright | September 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9445%281983%29109%3A9%282086%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29080 | |
| description abstract | Historic highlights and milestones are presented to cover the development and application of the Euler formula for buckling strength of a geometrically perfect column together with modifications for inelastic behavior. The latter (nonlinear) behavior may be due either to inherent material properties, such as for a structural aluminum alloy, or due to the presence of residual stresses induced by cooling of hot‐rolled shapes. The story of the column formula has had continuity over a 239 year period and can well form the starring point toward a better understanding of the column buckling theory and design. | |
| publisher | American Society of Civil Engineers | |
| title | Column Buckling Theory: Historic Highlights | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1983)109:9(2086) | |
| tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009 | |
| contenttype | Fulltext | |
