RC構造物

[CS11-29] NUMERICAL STUDY ON EFFECT OF HORIZONTAL BILATERAL LOADING PATH TO SHEAR FRACTURE BEHAVIOR OF FULL-SCALE RC MEMBERS

〇Yoshihiro Shishikura¹, Kazuaki Watanabe¹, Satoshi Komatsu², Katsuya Yokota³ (1.TAISEI CORPORATION, 2.Central Research Institute of Electric Power Industry, 3.The Kansai Electric Power Company, Incorporated)

Keywords:Full-scale reinforced concrete member, Post-installed shear reinforcement, Loading Path, Three dimensional nonlinear FEM, Discrete modeling of a reinforcing bar