橋梁床版 (3)

[I-254] Evaluation Method for Punching Shear Capacity of RC Slabs Repaired with Ultra High Performance Fiber Reinforced Concrete

*Hiroshi HIROSHI Mitamura¹, Konno Hisashi¹, Matsumoto Takashi², Matsui Shigeyuki³ (1. Sunbridge co.,LTD, 2. Hokkaido University, 3. Osaka Institute Technology)

Keywords: RC slab, Punching Shear Load-Carrying Capacity, Evaluation Method, Ultra High Performance Fiber Reinforced cement-based Composites