Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

[共通セッション] 道路橋床版の設計の合理化と長寿命化技術

道路橋床版の設計の合理化と長寿命化技術 (1)

Fri. Sep 6, 2024 1:00 PM - 2:20 PM JST
Fri. Sep 6, 2024 4:00 AM - 5:20 AM UTC
第2講義室(法学部)(川内南キャンパス文科系総合講義棟）
Chair: Hiroshi Higashiyama
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1:00 PM - 1:10 PM JST(4:00 AM - 4:10 AM UTC)

[CS19-01]Example of damage to an unreinforced RC deck slab at the junction of the Hanshin Expressway

*CHUNFENG JIN1, Yusuke mashida1, Takahiko Maekawa1, Iti Aoi2, Taku Shinomiya3 (1. Naigai Kozo Co., Ltd., 2. Hanshin Expressway Co., Ltd., 3. Hanshin Expressway Engineering Co., Ltd.)
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1:10 PM - 1:20 PM JST(4:10 AM - 4:20 AM UTC)

[CS19-02]An experimental study on the disintegration progress of concrete slabs affected by combined deterioration

*Ko Kakuma1, Yoshimori Kubo2, Hiroshi Yokoyama3, Osamu Hatakeyama1 (1. Civil Engineering Research Institute for Cold Region, 2. Kanazawa University, 3. Dia Nippon Engineering Consultants)
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1:20 PM - 1:30 PM JST(4:20 AM - 4:30 AM UTC)

[CS19-03]Consistency of S-N Curve Equation for RC slab with Bridge Spans Parallel to the Direction of Vehicle Trave

*Hiroyuki Noguchi1, Tadashi Abe1, Toshiaki Sawano1, Shinya Shigematsu2, Kosuke Ono3 (1. Nihon University, 2. Nihon University, Graduate School, 3. TAKUMINO holdings CO,.LTD.)
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1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[CS19-04]Fatigue Durability of RC Slabs using Steel Expansion Joint in Wheel Load Running Fatigue Test

*Nobuhisa Kimura1, Kazuhiko Minakuchi2, Tadashi Abe2, Shigetaka Sasaki3, Kouichi Fukami4 (1. Graduate School of Nihon University, 2. Nihon University, 3. Kyouryouhozenkenkyujo Co.,Ltd, 4. Sanou Co.,Ltd)
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1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[CS19-05]Study on Formula for Calculating Static Load Carrying Capacity of RC Hollow Slab Bridges

*Yushi Kita1, Takahisa Yamashita1, Seiji Abe1, Shinya Watanabe2, Shinpei Kikuchi2 (1. Nippon Expressway research institute company , 2. Japan Construction Method and Machinery Research Institute)
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1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[CS19-06]Static Analysis Considerations of RC hollow slab
bridges with thin upper slab

*Chihiro Ota1, Kenichi Hisamatsu1, Yushi Kita2, Takahisa Yamashita2, Seiji Abe2, Shinya Watanabe3, Shinpei Kikuchi3 (1. ORIENTAL SHIRAISHI Corporation, 2. Nippon Expressway Research Institute Company Limited, 3. Japan Construction Method and Machinery Research Institute)
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2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[CS19-07]Effect of Plate Thickness of Steel-Concrete Composite Slabs on Shear Capacity in Push-Out Tests

*Keisuke Nakamoto1, Osamu Suzuki1, Toshio Matumura1 (1. Japan Bridge Association)
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