1 MSC. Software Corporation, "User manual Volume AE" MSC Japan Ltd 2001
2 Iura, M., "Ultimate strength of stiffened cylindrical shells subjected to axial and lateral forces" JSCE 556 : 107-117, 1997
3 Watanabe, E., "Study on evaluation method for ductility of steel bridge piers with bridge circular cross section" 121-126, 1998
4 Iura, M., "Strength and ductility of cylindrical steel piers subjected to cyclic lateral load" JSCE 598 : 125-135, 1998
5 Yamao, T., "Steel bridge piers with inner cruciform plates under cyclic loading" 40 (40): 183-197, 2002
6 Committee on Steel Structures, "Seismic design plans for steel bridges, and new technology for seismic design"
7 Nishimura, N., "Retrofitting of steel pipe piers with longitudinal stiffeners" 63-68, 1998
8 Nishikawa, K., "Retrofitting for seismic upgrading of steel bridge columns" 20 (20): 540-551, 1998
9 Chen, W. F, "Plasticity in reinforced concrete" McGraw-Hill Book Co., Inc 1982
10 Nakamura, H, "Formulae for evaluating shearbending bucking strength of steel piers with circular cross section and applicability of the numerical buckling analysis method" 37-42, 1997
1 MSC. Software Corporation, "User manual Volume AE" MSC Japan Ltd 2001
2 Iura, M., "Ultimate strength of stiffened cylindrical shells subjected to axial and lateral forces" JSCE 556 : 107-117, 1997
3 Watanabe, E., "Study on evaluation method for ductility of steel bridge piers with bridge circular cross section" 121-126, 1998
4 Iura, M., "Strength and ductility of cylindrical steel piers subjected to cyclic lateral load" JSCE 598 : 125-135, 1998
5 Yamao, T., "Steel bridge piers with inner cruciform plates under cyclic loading" 40 (40): 183-197, 2002
6 Committee on Steel Structures, "Seismic design plans for steel bridges, and new technology for seismic design"
7 Nishimura, N., "Retrofitting of steel pipe piers with longitudinal stiffeners" 63-68, 1998
8 Nishikawa, K., "Retrofitting for seismic upgrading of steel bridge columns" 20 (20): 540-551, 1998
9 Chen, W. F, "Plasticity in reinforced concrete" McGraw-Hill Book Co., Inc 1982
10 Nakamura, H, "Formulae for evaluating shearbending bucking strength of steel piers with circular cross section and applicability of the numerical buckling analysis method" 37-42, 1997
11 Yamao, T., "Experimental study on ductility and seismic behavior of steel tubular bridge piers under cyclic loading" 502-507, 2001
12 Iura, M., "Elasto-plastic behaviour of concrete-filled steel tubular columns" JSCE 696 : 285-298, 2002
13 Japan Road Association, "Design Specifications for Highway Bridges, Part II Steel Bridge and Part V Seismic Design" Maruzen Co., Ltd 1996
14 Ge, H, "Cyclic tests of concrete-filled steel box column" ASCE 122 (122): 1169-1177, 1996
15 Matsumura, S., "Behavior of steel tubular bridge piers with inner cruciform walls" JSCE 623-632, 2003
16 Mizutani, S., "An experimental study on the cyclic elastoplastic behavior of steel tubular members" 42 : 105-114, 1996
17 Yasunami, H., "An elasto-plastic simulation of cyclic loading tests of steel-pipe bridge piers using F.E.M" JSSC 3 (3): 1-10, 1996
18 Kazuo, C, "A Study for seismic reinforcement method on existing cylindrical steel piers by weld rectangular steel plates" 49 : 139-144, 2003