There is a limit to the representation of finite element analysis modeling of the pure shear of corrugated plate. However, if the shear force is applied to the corrugated plate, the set of appropriate boundary can be obtained to the nearest theory value. In this study compared Shear buckling strength about each boundary condition with the plate shear theory. And then each boundary condition applied to sinusoidal corrugated plate, evaluate convergence of the minimum shear buckling strength of each boundary condition and shear buckling flow was observed through shear buckling mode shape.

• 유미나(한국기술교육대학교 건축공학과, 박사과정) | Yoo, Mi Na
• 손수덕(한국기술교육대학교 건축공학부, 연구교수) | Shon, Su Deok Corresponding Author
• 이승재(한국기술교육대학교 건축공학부, 교수) | Lee, Seung Jae
• 하준홍(한국기술교육대학교 교양학부, 교수) | Ha, Jun Hong
• 강주원(영남대학교 건축학부, 교수) | Kang, Joo Won