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NTIS 바로가기Steel & Composite structures : an international journal, v.5 no.2/3, 2005년, pp.181 - 192
Chan, S.L. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University) , Liu, Y.P. (Department of Civil and Structural Engineering, The Hong Kong Polytechnic University) , Zhou, Z.H. (Southeast University)
The effective length method for flexural (column) buckling has been used for many decades but its use is somewhat limited in various contemporary design codes to moderately slender structures with elastic critical load factor (
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