橋梁一般（設計）(1)

[I-01] A Study on Characteristic of Deflection due to Live Load in the case of Continuous Cable-Stayed Bridge

〇Seiji Okada¹, Hata Soichiro¹, Sugimoto Takashi¹, Yamaguchi Suzuto², Matsuda Kazutoshi² (1.IHI Infrastructure Systems Co.,Ltd., 2.Kyushu Institute of Technology)

Keywords:Cable-Stayed Bridge, Live Load, Main Tower Rigidity, Main Tower Height, Finite Displacement Analysis