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
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