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Frontiers of Structural and Civil Engineering >> 2007, Volume 1, Issue 3 doi: 10.1007/s11709-007-0041-z
Experiments on channel columns with inclined simple edge stiffeners under compression loading
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
Abstract
Keywords
different ; post-buckling strength ; capacity ; distortional buckling ; Furthermore
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