| contributor author | Y. L. Guo | |
| contributor author | S. F. Chen | |
| date accessioned | 2017-05-08T20:54:19Z | |
| date available | 2017-05-08T20:54:19Z | |
| date copyright | August 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A8%282278%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31191 | |
| description abstract | A new model has been developed to study the elasto‐plastic interaction between the local and Euler buckling modes in a cold‐formed thin‐walled channel column under concentric and eccentric loading. Plate (local) and column (overall) imperfections have been considered in the analysis. The locally buckled column can be treated as an assemblage of half wavelengths of local buckling of perfect column under uniform compression. Given these considerations, the elasto‐plastic | |
| publisher | American Society of Civil Engineers | |
| title | Elasto‐Plastic Interaction Buckling of Cold‐Formed Channel Columns | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:8(2278) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 008 | |
| contenttype | Fulltext | |
