Japan Society of Civil Engineers 2024 Annual Meeting
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Session Details

第I部門

橋梁一般（設計）(3)

Fri. Sep 6, 2024 1:00 PM - 2:20 PM JST
Fri. Sep 6, 2024 4:00 AM - 5:20 AM UTC
A105(川内北キャンパス講義棟Ａ棟)
Chair: Kazuya Tamada
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1:00 PM - 1:10 PM JST(4:00 AM - 4:10 AM UTC)

[I-363]A Study on Life Cycle Cost of Corrosion Protection for Steel Bridges (Box Girder Bridges) under Severe Corrosion Environment

*Chie Sakurai1, Yuki Muramoto1, Masahide Takagi2 (1. YOKOGAWA BRIDGE CORPORATION, 2. NIPPON STEEL CORPORATION)
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1:10 PM - 1:20 PM JST(4:10 AM - 4:20 AM UTC)

[I-364]A study of the life cycle cost of steel box girder Bridge applied with stainless clad steel

*Hiroaki Tanaka1, Michiaki Takao1 (1. JFE Engineering Corporation)
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1:20 PM - 1:30 PM JST(4:20 AM - 4:30 AM UTC)

[I-365]Lifecycle cost of steel bridges applying stainless steel to girder ends

*maoling ZHAO1, Kentaro Kato1, Youichi Yuuki1, Hironori Ishii1, Masaharu Kagawa2 (1. Yokogawa Bridge Holdings Corp., 2. Narasaki Seisakusyo Co.,Ltd)
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1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[I-366]A Proposal for Bridge Structures on Reduce Environmental Impacts

*junji sasajima1, Hironori Ishii1 (1. Yokogawa Bridge Holdings Corp.)
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1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[I-367]The influence of the degree of damage on the tensile strength of the unseating prevention cable

*Kaname Iwatsubo1, Mizogami Makoto3, Maetoko Syurina1, Kandabashi Suguru1, Moriyama Hitoshi2 (1. National Institute of Technology (KOSEN), Kumamoto College, 2. Tokushima University, 3. Nagaoka University of Technology)
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1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[I-368]Proposal of impact force mitigation properties and design method for cushioning materials for PC cables, focusing on plastic deformation of steel materials through weight drop collision experiments

*Shuhei Suzuki1, Kouji Takeya1, Kibe Hiroshi1, Kumeda Daiki1, Horiguchi Toshiyuki2 (1. SE Corporation, 2. National Defense Academy of Japan)
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2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[I-369]Study of the influence of cross beams on the support of a low-floor railway truss bridge on the cooperative action of the floor structure

*Yasunori Arima1, Kanazawa Hiroaki1, Sugigaki Naoya2 (1. yokogawabridge, 2. Hanshindenkitetsudou)
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