[V-596] Experimental examination about the RC inner column shear reinforcement effect with the belt-shaped aramid fiber sheet

〇Yuji Morohashi¹, Atsushi Numata¹, Takeshi Seto¹, Yuto Aso¹, Yuki Nakata², Yuko Sato² (1.Tokyo Metro Co., Ltd, 2.Railway Technical Research Institute)

[V-597] Experimental study on seismically reinforced PC electrified poles with fixed sand-filled foundation.

〇Michihiro Kunii¹, Junichi Kino¹ (1.EAST JAPAN RAILWAY COMPANY)

[V-598] Evaluation of seismic reinforcing method considering the type of destruction.

〇Ken Ogasawara¹, Yuuto Uchida¹ (1.East Japn Railway Company)

[V-599] Analytical Study on Shear Strength of RC Members Reinforced by High Strength Fiber Reinforced Mortar

〇Ryouta Kasakura¹, Toshiyuki Kuroiwa¹, Toshiya Tadokoro², Kimitaka Uji³ (1.TOKYU CONSTRUCTION, 2.Railway Technical Research Institute, 3.Tokyo Metropolitan University)

[V-600] Consideration on spacing PC bars in sesmic retrofit of seat of girders with deifferent height

〇Takashi Kobayashi¹, Syuntaro Todoroki¹, Toshiya Tadokoro¹ (1.Railway Technical Research Institute)

[V-601] A new buckling prevention method of RC member under cyclic loading

〇Naoshi UEDA¹, Hikaru NAKAMURA², Taito MIURA² (1.Kansai University, 2.Nagoya University)

[V-602] A study on the damage type of the T-shape beam-to-column joint with column and beam whose heights are the same

〇Shuhei Nishimura¹, Yuki Nakata¹, Ken Watanabe¹, Toshiya Tadokoro¹, Tomonori Abo² (1.Railway Technical Research Institute, 2.Tekken Corporation)

[V-603] Analysis regarding the design of connecting beams of new and old structures such as viaducts

〇Tadashi Yamamoto¹, Laurensia ANGGRAINI¹, Nogami Yuuta¹ (1.JR East Consultants Company)

[V-604] Effect of tie on L-shaped RC beam-column joint

〇YUKI NAKATA¹, SHUHEI NISHIMURA¹, KEN WATANABE¹, TOSHIYA TADOKORO¹ (1.Railway Technical Research Institute)

Session information

耐震補強(2)／耐震