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Frontiers of Structural and Civil Engineering >> 2008, Volume 2, Issue 3 doi: 10.1007/s11709-008-0035-5
Behavior of concrete-filled double skin steel tubular columns with octagon section under axial compression
1.College of Civil Engineering and Architecture, Zhejiang University of Technology; 2.Zhejiang College of Construction
Abstract
Keywords
mathematical ; numerical ; compression ; stress-strain relationship ; straight
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