Presentation Information

[V-583]Analytical study on the strength and deformation performance of existing SRC columns with a large steel ratio and a small shear span ratio

*Koji Matsuhashi1, Junichi Abe1, Katsuhiro Ueno2, Takeshi Yamanouchi2, Ryoi Yahano2, Satoshi Tsuchiya3 (1. HRC Research Institute Co.,LTD, 2. Hankyu Sekkei Consultant Co.,LTD, 3. Coms Engineering Corporation Co.,LTD)

Keywords:

Railway viaducts,Steel and reinforced concrete columns,Strength and deformation performance,3D nonlinear FEM analysis

Login required to view


Comment

To browse or post comments, you must log in.Log in