橋梁床版 (3)

[I-255] Experimental Study on Flexural Behavior of Rational Joints between Precast Steel-Concrete Composite Slabs

*Yushin Hori¹, Kazuo Tateishi¹, Takeshi Hanji¹, Masaru Shimizu¹, Koichi Asano², Takaaki Ishii² (1. Nagoya University, 2. Sumitomo Mitsui Construction Steel Structures Engineering Co., Ltd.)

Keywords:Precast composite slab, joint, PBL, slip, loading capacity, 4-point bending test