[VI] 橋梁(3) | Japan Society of Civil Engineers 2025 Annual Meeting

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Session Details

Oral PresentationSection VI

橋梁(3)

Thu. Sep 11, 2025 1:30 PM - 2:50 PM JST
Thu. Sep 11, 2025 4:30 AM - 5:50 AM UTC

212

1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[VI-390]A Study on the Shear Buckling Behavior of Web Plates in I-Section Steel Girders with Rib Reinforcement on the Bottom Flange

Takumi Hosaka¹, *Yu Koike¹, Kaoru Kobayashi¹, Yoshinori Takaku¹, Takahiro Ishii¹ (1. JR East Consultants Company)

1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[VI-391]Closure record of an irregular balanced arch bridge

*Mitsuaki Kuwata¹, Masahiro Abe¹, Naoya Mizokami² (1. KAJIMA CORPORATION, 2. West Nippon Expressway Company Limited)

1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[VI-392]Report on repair work using high strength bolt friction joints with adhesive

*Satoshi Futaba¹, Hitoshi Wada¹, KInya Nakatsu¹, Makoto Terai¹, Masato Tanaka², Eri Kose², Takashi Yamaguchi³, Lingbo Yao³ (1. TAKADAKIKO Co.,Ltd., 2. Hanshin Expressway Co., Ltd., 3. Osaka Municipal University Graduate School)

2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[VI-393]Study on the temporary fixed structure of the Akashigawa Bridge which is to be erected with a large unbalance moment on the expressway

*Kenji Nagao¹, Youji Yamada¹, Shoya Iida², Shinya Maehara², Masanobu Uno³, Tomonori Horii⁴ (1. Taisei Corporation, 2. West Nippon Expressway Co., Ltd., 3. VSL JAPAN Corporation, 4. Kobelco Wire Co., Ltd.)

2:10 PM - 2:20 PM JST(5:10 AM - 5:20 AM UTC)

[VI-394]Construction of a Prestressed Concrete Bridge with a Temporary Pylon in the Composite Cable-stayed Bridge Construction of the Higashi-Ohgishima Mizue-cho Line in Kawasaki Port Road

*Hideaki Irikura¹, Kenta Inaba¹, Seiji Kawagishi¹, Yoshinori Nitou¹, Kazunari Ooishi¹, Shunsuke Nakajima¹, Kouichi Hirakiguchi¹, Satoshi Usui², Masaki Ueda², Yuusuke Takei², Chihiro Yokoyama², Sunao Okamoto² (1. KAJIMA CORPORATION, 2. TOA CORPORATION)

2:20 PM - 2:30 PM JST(5:20 AM - 5:30 AM UTC)

[VI-395]Application of Melan construction method on multi-span continuous RC arch bridge (Part 1: Planning)

*Akira Takahashi¹, Taiki Fukuda¹, Koji Tanabe¹, Kousuke Ito², Yuzuru Tanaka², Takahide Mori² (1. West Nippon Expressway Company Limited, 2. KAJIMA CORPORATION)

2:30 PM - 2:40 PM JST(5:30 AM - 5:40 AM UTC)

[VI-396]Application of Melan construction method on multi-span continuous RC arch bridge (Part 2: Construction)

*Ryota Kanehara¹, Naoki Arai¹, Daisuke Fukuda¹, Kenji Eguchi², Yukihiko Morita², Ryota Soma², Tatsuhiko Aoyama² (1. West Nippon Expresway Company, 2. KAJIMA CORPORATION)

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