第I部門

最適設計・構造計画

Chair:Toshimitsu Suzuki(MM BRIDGE CO., LTD.)

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[I-384] Rational design method of liner plate shaft

〇Hajime Mizukoshi¹, Toru Yamashita¹, Kenkichi Ito² (1.Obayashi Corporation Head office, 2.Obayashi Corporation Tokyo office)

[I-385] Fundamental study on estimation of acting force by strain measurement of steel girder

〇Takayuki Kawakami¹, Koichi Watanabe¹ (1.Graduate School of Science and Technology Civil Engineering)

[I-386] Study on design of perforated steel plate dowel used for road bridge expansion joint

〇Yoshiaki Okui¹, Keisuke Sasaki¹, Masami Matsuno², Nao Toyoda¹ (1.Saitama University, 2.Yokogawa NS Engineering)

[I-387] A Study on Precast Viaduct Vertical Beam Member Shape using Structural Optimization Technology

〇Yuka Ito¹, Nobuaki Oguma², Tooru Kanayama² (1.East Japan Railway Company, 2.KOZO KEIKAKU Engineering)

[I-388] Investigations of Prestressed concrete rigid-frame bridge with elliptical pier in bevel

〇mitsuo kyono¹, shihei oono¹, takashi koshino² (1.JR West Japan Consultants Company, 2.Ishikawa prefecture)

[I-389] A proposal of rational bridge length determination method when planning bridge in flood plain

〇YASUDA KEIICHI¹, FURUKI MORIYASU², ISHIKAWA HIROKI³ (1.Infrastructure Development Institute-Japan, 2.Japan International Cooperation Agency, 3.Ministry of Land, Infrastructure, Transport and Tourism)

Session information