新設および大規模改修時における橋梁計画 (2)

[CS3-14] Composite Effects of Main Girders and Steel Deck by Shear Force Transducing Members During Deck Replacement Work

*Sayuri Kitaichi¹, Tomonori Tominaga¹, Masakazu Takeno¹, Taro Tonegawa², Yoichi Kobayashi², Kazusa Morikawa², Shunichi Nakamura³, Takashi Yamaguchi⁴ (1. Nippon Steel Corporation, 2. Yokogawa NS Engineering Corp., 3. Tokai University, 4. Osaka Metropolitan University)

Keywords:rapid deck replacement, steel deck, application to actual bridge, shear force, composite effect