複合構造物 (3) 床版， プレファブ

[CS6-16] Crack Control under Negative Bending Moment for Continuing Steel-Concrete Composite Slab Bridge Using Square Steel Dowel (Part2)

〇Yoshinori Danshita¹, Yutaka Okamoto¹, Daiki Nishii¹, Shohei Yae¹, Chiharu Hata¹, Osamu Ohyama² (1.KAWADA INDUSTRIES,INC., 2.OSAKA INSTITUTE OF TECHNOLOGY)

Keywords:composite slab bridge, continuous girder, negative bending moment, concrete slab, clack control