特殊構造

[I-316] A study on structural characteristics of cable-stayed bridge due to difference in number of continuous spans.

〇Masato Nakamura¹, Tsutomu Yoshioka¹, Kiyoshi Ishii¹, Yuima Kuroki², Kenji Miyashita², Hiroki Sugiyama³, Masashi Okaue³ (1.Nippon Engineering Consultants, 2.Chodai, 3.Hanshin Expressway Company)

Keywords:Multi-span cable-stayed bridge, number of continuous spans, Effect of Side Span cable, Sensitivity analysis