3Paik, J. K. , Ham, J. H. and Ko, J. H. A new plate buckling design formula (2nd report) on the plasticitycorrection[J], Journal of the Society of Naval Architects of Japan, 1992,172:117-425 被引量：1
4Paik J K, Thayamballi A K. Buckling strength of steel plating with elastically restrained edges[J].Thin-Walled Structures, 2000, 37(1): 27-57 被引量：1
5Steen E and Valsgard S. Simplified buckling strength criteria for plates subjected to biaxial compression and lateral pressure[A]. Proceeding of the Ship Structure Symposium, SNAME, Arlington, 1984 : 257-272 被引量：1
6Paik J K, Ham J H and Kim U N. A new plate buckling design formula[J].Journal of the Society of Naval Architects of Japan, 1992, 171:559-566 被引量：1
7Paik J K, Ham J H and Kim U N. A new plate buckling design formula(2nd report)-On the plasticity correction[J]. Journal of the Society of Naval Architects of Japan, 1992, 172:417-425 被引量：1
8Yao T, Fujikubo M, Yanagihara D, et al. Influence of welding imperfections on buckling/ultimate strength of ship bottom plate subjected to combined biaxial thrust and lateral pressure [A-]. Thin-Walled Structures, Research and Development, 2nd International Conference on Thin-walled Structures, 1998:425-432 被引量：1
9Fujita, Y., Nomoto, T. and Niho, O. Ultimate strength of rectangular plates subjected to combined loading-Square plates compression and shear[J].Journal of the society of naval Architects of Japan.1997, 145:194-220 被引量：1
10Ueda Y, Rashed S M H and Paik J K. Effective width of rectangular plates subjected to combined loads[J].Journal of the Society of Naval Architects of Japan,1986, 159:269-281 被引量：1
