[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
