Session Details
橋梁一般(設計)(2)
Fri. Sep 6, 2024 10:40 AM - 12:00 PM JST
Fri. Sep 6, 2024 1:40 AM - 3:00 AM UTC
Fri. Sep 6, 2024 1:40 AM - 3:00 AM UTC
A105(川内北キャンパス講義棟A棟)
Chair: Daisuke Uchida
[I-355]A study for concrete slab renovation technology by applying the Specifications for Highway Bridges(2017 version)(Part1)-The amount of steel reinforcement-
*Ryosuke Mine1, Kazuhide Togashi2, Shotaro Kawabata3, Ryousuke Nagashima4 (1. Hitachi Zosen Corporation, 2. NEXCO-West Consultants Company Limited, 3. FaB-Tec Japan Corporation, 4. CHODAI CO., LTD.)
[I-356]A study for concrete slab renovation technology by applying the Specifications for Highway Bridges(2017 version)(Part2) - Stud shear connector -
*Kazuhide Togashi1, Shotaro Kawabata2, Ryosuke Mine3, Ryosuke Nagashima4 (1. NEXCO-West Consultants Company Limited, 2. FaB-Tec Japan Corporation, 3. Hitachi Zosen Corporation, 4. CHODAI CO., LTD.)
[I-357]Comparison of verification values based on road bridge specifications and railway structure design standards that introduced the partial coefficient design method
*Takeaki Kubo1, Nozomu Taniguchi2 (1. Tonichi Engineering Consultants, Inc., 2. NIHON University)
[I-358]Investigation of the Necessity of Sequential Composites in Continuous Composite Girders
*Minoru Sekiguchi1, Nozomu Taniguchi1, Takeaki Kubo2 (1. Nihon University, 2. Tonichi Consultant Co., Ltd.)
[I-359]Regarding the floor slab replacement design for Hokuriku Expressway Nakanokuchigawa Bridge floor slab replacement work
*Akikazu Kugimiya1, Kuniharu Tsukimoto2, Katsuhiro Arai2, Yuta Sasaki2, Takafumi Nakada1, Yuka Hashimoto1, Koki Yamazaki1 (1. Obayashi Corporation, 2. East Nippon Expressway Company Limited)
[I-360]Design of Main Girder Reinforcement for Nakanokuchigawa Bridge on Hokuriku Expressway
*Yuka Hashimoto1, Kuniharu Tsukimoto2, Katsuhiro Arai2, Yuta Sasaki2, Takafumi Nakada1, Akikazu Kugimiya1, Takuya Hara1 (1. Obayashi Corporation, 2. East Nippon Expressway Company Limited)
[I-361]Analytical Study on Load-Bearing of Guardrail Post Structures on Temporary Bridges for Vehicles
*Ruoxi Li1, Yu Chen1, Isao Matsuda2, Hirotoshi Azuma3, Takashi Yamaguchi1 (1. Osaka Metropolitan University, 2. HIROSE &CO., LTD., 3. KOMAIHALTEC Inc.)
[I-362]Consideration of expansion joint and guardrail for bridge with omnidirectional seismic isolation bearings
*Yujiro Nishioka1, Jiro Tomita1, Masatsugu Shinohara2, Haruka Fujii2 (1. Dia Nippon Engineering Consultants Co., Ltd., 2. Hanshin Expressway Company Limited)