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임남형(Nam Hyoung Lim),강영종(Young Jong Kang),유철수(Chul Soo Yu) 한국강구조학회 1996 韓國鋼構造學會誌 Vol.8 No.2
A buckling theory was developed by applying the strain-displacement relations of Kang`s thin-walled curved beam theory to monosymmetric circular arches, a set of stability equations were obtained. An explicit and clear approximation of the curvature effect was made in the derivation process. Closed form solutions were obtained for arches subjected to equal and opposite end moments. An extensive comparative study with other studies provided the validity of the presented theory.