Japan Society of Civil Engineers 2026 Annual Meeting
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Session Details

Section I

橋梁一般（設計）(1)

Wed. Sep 2, 2026 11:00 AM - 12:20 PM JST
Wed. Sep 2, 2026 2:00 AM - 3:20 AM UTC
Room 2404, 4th Floor, Building 2 (Hokkai School of Commerce)
11:00 AM - 11:10 AM JST(2:00 AM - 2:10 AM UTC)

[I-86]Design of KARUMAIKOGEN BRIDGE (Inbound Line) on the HACHINOHE EXPRESSWAY KOMATSU BRIDGE Slab Replacement

*Keiichi Kato1, Takeshi Araki2, Yuichiro Mitani1 (1. TAISEI CORPORATION, 2. East Nippon Expressway Company Limited)
11:10 AM - 11:20 AM JST(2:10 AM - 2:20 AM UTC)

[I-87]Study on the arrangement of shear transmission members in a replacement steel deck structure that intermittently connects steel decks and steel girders

*Takashi Kamijo1, Taro Tonegawa1, Yoichi Kobayashi1, Koichi Yokozeki2, Sayuri Kitaichi2, Masakazu Takeno2, Takashi Yamaguchi3 (1. Yokogawa NS Engineering Corp., 2. NIPPON STEEL Corp., 3. Osaka Metropolitan University)
11:20 AM - 11:30 AM JST(2:20 AM - 2:30 AM UTC)

[I-88]Analytical Study on Cross-Sectional Evaluation Methods for Cantilever Support Regions of Composite Deck Slabs

*Misato Konishi1, Yuki Mineyama1, Sato Yuki1, Takashi Yamaguchi2 (1. KOMAIHALTEC INC., 2. Osaka Metropolitan University)
11:30 AM - 11:40 AM JST(2:30 AM - 2:40 AM UTC)

[I-89]Evaluation of Existing Steel Girders during Deck Slab Replacement Using Load Rating

*Motonari Kojima1, Koichiro Seki1, Takahiro Wachi2, Susumu Saito2 (1. NEXCO-West Consultants Company Limited, 2. East Nippon Expressway Company Limited)
11:40 AM - 11:50 AM JST(2:40 AM - 2:50 AM UTC)

[I-90]Load-bearing behavior of a modular plate-girder system considering deck influence under the international design code

*Hiroto Nishihara1, Takafumi Nishikawa1, Shozo Nakamura1, Hironori Ishii2, Takayuki Kawakami2, Susumu Inokuchi3 (1. Nagasaki University, 2. Yokogawa Bridge Holdings Corp, 3. Yokogawa Bridge Corp)
11:50 AM - 12:00 PM JST(2:50 AM - 3:00 AM UTC)

[I-91]Method for Replacing Temporary Bridge Piers During the Construction of an Underground Station's RC Box Structure

*Norimitsu Kimata1, Tamio Shirayama1, Hiroshi Maruyama1, Hiroshi Inaguma1, Takayuki Tosaki2, So Tadachi2, Naoto Eda3, Rika Kakishima3, Shinichiro Akiyama3 (1. JR Central Consultants Company, 2. Central Japan Railway Company , 3. FUKKEN ENGINEERING CO,Ltd.)
12:00 PM - 12:10 PM JST(3:00 AM - 3:10 AM UTC)

[I-92]Estimated Causes of Failure in Anchor Bolts for Side-Mounted Cantilever Sign Foundations

*Mai Kamio1, Tsuyoshi Katsuura1, Tomoyo Takigawa2 (1. West Nippon Expressway Engineering Kansai Company Limited, 2. West Nippon Expressway Company Limited)
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