[V-587] An experimental study on seismic retrofitting from one side of a column using reinforcing bars with anchorsAn experimental study on seismic retrofitting from one side of a column using reinforcing bars with anchors

〇Yoshimi Hosokawa¹, Hisako Kobayashi¹ (1.JREAST)

[V-588] Improvement of a One-Side Seismic Retrofitting Method Using Ceramic Cap Bars

〇Keigo Tamano¹, Takuya Iwamoto¹, Kazutaka Nakagawa², Kaname Toyoda² (1.KAJIMA Corporation , 2.KAJIMA RENOVATE Corporation )

[V-589] Study on end anchorage performance of large diameter plate-anchored reinforcing bars used for shear strengthening

〇Keisuke Kawamura¹, Akihito Hata¹, Susumu Okamoto² (1.Taisei Corporation, 2.Seiwa Renewal Works Corporation)

[V-590] Design and construction of seismic retrofitting for brick arch viaduct considering visibility of bricks

〇Yuuto Uchida¹, Tomoki Kuboshima¹ (1.East Japan Railway Company)

[V-591] Cyclic loading test of wall-type RC members with non-reinforced sections at the base and changed amounts of reinforcement

〇Naomi Sasaki¹, Hiroshi Yamane¹, Hiroaki Sagawa¹ (1.East Japan Railway Company)

[V-592] A Study on Toughness of Wall Type Concrete Member with Unreinforced Section at Base

〇Hiroshi Yamane¹, Hiroaki Sagawa¹, Naomi Sasaki¹ (1.East Japan Railway Company)

[V-593] Bridge seismic retrofitting worked by reinforced concrete thickness

〇takenori miura¹, taiyu nagayama¹, ryuta tunoda¹, shinnya seitou² (1.TokyoMetro, 2.KumagaiGumi)

[V-594] Study on effect of post-installed shear reinforcements in full-scale RC members(1) - Experimental Study

〇Akihito Hata¹, Yujin Yamamoto¹, Seiji Nagata², Nobuaki Matsui³ (1.Taisei Corporation, 2.Central Research Institute of Electric Power Industry, 3.Kansai Electric Power)

[V-595] Study on effect of post-installed shear reinforcements in full-scale RC members(2) - Numerical study

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

Session information

耐震補強(1)