Japan Society of Civil Engineers 2025 Annual Meeting
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Session Details

Oral PresentationSection V

耐震補強(1)

Thu. Sep 11, 2025 9:30 AM - 10:50 AM JST
Thu. Sep 11, 2025 12:30 AM - 1:50 AM UTC
C403
9:30 AM - 9:40 AM JST(12:30 AM - 12:40 AM UTC)

[V-246]Study on Shear Reinforcement of Footings by Thickening the Top Surface with Ultra-High-Strength Fibre Reinforced Concrete

*Shu Saito1, Toshiki Takahashi1, Kazunari Sasaki1, Shunsuke Nishimura1, Renri Fukasawa1 (1. Obayashi Corp.)
9:40 AM - 9:50 AM JST(12:40 AM - 12:50 AM UTC)

[V-247]Shear Test on Deep Beams with Post-Construction Shear Reinforcement Using Ceramic-Cap-Bar

*Shingo Horimi1, Goro Itoh1, Shinichi Yamanobe2, Keigo Tamano2, Shunsuke Kita2, Chikashi Endo2 (1. Tohoku Electric Power Co.,Inc., 2. KAJIMA Corporation)
9:50 AM - 10:00 AM JST(12:50 AM - 1:00 AM UTC)

[V-248]Reinforcement Effect Evaluation of Post-Construction Shear Reinforcement Using Ceramic-Cap-Bar in Deep Beams

*Keigo Tamano2, Shingo Horimi1, Goro Itoh1, Shinichi Yamanobe2, Shunsuke Kita2, Chikashi Endo2 (1. Tohoku Electric Power Co.,Inc., 2. KAJIMA Corporation)
10:00 AM - 10:10 AM JST(1:00 AM - 1:10 AM UTC)

[V-249]Bridge seismic reinforcement design of a filled spandrel RC arch bridge pier

*Masaya Yamamoto1, Yuta Iwatani1, Kazuya Gushi2, Katsuhiro Ohigashi2, Tomonori Maeda2 (1. West Nippon Expressway Company Limited, 2. Dia Nippon Engineering Consultant Company Limited)
10:10 AM - 10:20 AM JST(1:10 AM - 1:20 AM UTC)

[V-250]A consideration on the seismic performance of RC arch bridges integrated with the connecting bridge.

*Gou Tanaka1, Yoshifumi Shimizu1, Naoki Sumi1, Mika Kasugai1, Nazuna Nishimura1 (1. CHODAI CO.,LTD.)
10:20 AM - 10:30 AM JST(1:20 AM - 1:30 AM UTC)

[V-251]Effectiveness of Multiple Nuts Bar in Conditions with Large Member Thickness (Part 1 : Experiment)

*Tsutomu Takata1, Kenichi Hisasue1, Osamu Higashibata1, Koichi Tanaka1 (1. Obayashi Corporation)
10:30 AM - 10:40 AM JST(1:30 AM - 1:40 AM UTC)

[V-252]Effectiveness of Multiple Nuts Bar in Conditions with Large Member Thickness (Part 2 : Analysis)

*Ryotaro Ogawa1, Kenichi Hisasue1, Koichi Tanaka1 (1. OBAYASHI CORPORATION)
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