[I-362] Wheel Running Fatigue Test of Waffle-Shaped UHPFRC Deck Slab

〇Toshimichi Ichinomiiya¹, Yusuke Nagai¹, Takashi Kosaka², Tsuneki Kondo² (1.Kajima Corporation, 2.HANSHIN EXPRESSWAY COMPANY LIMITED)

[I-363] Analytical Study on Damage Process and Failure Mode of Waffle-Shaped UHPFRC Deck Slab

〇Masaru Fujishiro¹, Tosimichi Ichinomiya¹, Takashi Kosaka², Tsuneki Kondo² (1.KAJIMA CORPORATION, 2.Hanshin Expressway Company)

[I-364] Design Bending moment of cast-in-place long span PC slab in multi-main girder

〇Takeshi Yamaguchi¹, Keita Ueno², Satoru Sakashita², Koji Hirokado³, Takao Yamada³ (1.Central Nippon Express Company Ltd., 2.MM BRIDGE Company Ltd., 3.TAKADAKIKO Company Ltd.)

[I-365] Widening design of a pretensioned hollow slab bridge

〇Tadahiro Yoshida², Shunnsuke Oikawa¹, Tomoya Ohashi¹, Hou Cho² (1.East Nippon Expressway Company, 2.NEXCO-West Nippon Consultants Company)

[I-366] A study on the number of high strength bolts at the joint of the replacement orthotropic steel bridge deck

〇Nobuhiko Hayashi¹, Susumu Inokuchi¹, Teruo Ogasawara¹, Daisuke Uchida², Junji Mizoguchi² (1.Japan Bridge Association, 2.Hosei University)

[I-367] Analytical Study on Intersection Structure in U-rib Cutting Method of Steel Orthotropic bridge deck

〇QIHANG SHEN¹, Takashi Yamaguchi¹, Ryota Yaegaki², Daichi Tanio³, Manabu Okumura⁴, shoichi Takeuchi⁵ (1.Osaka City University, 2.Hanshin Expressway, 3.Hitachi Zosen Corporation, 4.FeB-Tec Japan Corporation, 5.Japan Bridge Corporation)

[I-368] Experimental Study on the Bottom Steel Plate Joint for Steel-Concrete Composite Bridge Decks by using High Strength Stud under pure bending

〇Masaki Okamoto¹, Hiroto Okuhara², Takashi Yamaguchi¹, Kenji Yoshida² (1.Osaka City University Graduate School, 2.KAWADA INDUSTRIES inc.)

Session information

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