Session Details
シェル/橋梁床版(2)
Wed. Sep 2, 2026 11:00 AM - 12:20 PM JST
Wed. Sep 2, 2026 2:00 AM - 3:20 AM UTC
Wed. Sep 2, 2026 2:00 AM - 3:20 AM UTC
Multi-Purpose Hall, 5th Floor, Building 2 (Hokkai School of Commerce)
[I-101]Analytical examination of impact load distribution tendency at anchor bolt focusing on the continuity of steel railing structures
*Ken Tokumasu1, Takashi Yamaguchi2, Koji Utsunomiya3, Ken Fujiwara1 (1. Hanshin Expressway Company Limited, 2. Osaka Metropolitan University, 3. Hanshin Expressway Engineering Company Limited)
[I-102]Push-out Shear Tests of Headed Studs in Longitudinally Continuous Block-outs
*Takuya Kamino1, Yoichi Yuki1, Daigo Kojima2, Akihiro Yamaura2 (1. Yokogawa Bridge Holdings Corp., 2. Yokogawa Bridge Corp.)
[I-103]Analytical Study on Load-Bearing Performance of Composite Shear Connection Using Perforated Steel Plate Dowels and Headed Stud Dowels
*Hiroki Nakabayashi1, Kajiwara Shohei2, Sonoda Yoshimi1 (1. Kyushu University, 2. OBAYASHI CORPORATION)
[I-104]Slab bending test for joint structure of precast composite floor slab with deformed flange T-shapes
*Takumi Hiroka1, Momoka Yokoyama1, Takumi Kakiichi1, Takehiro Takasuka1 (1. JFE Engineering Corporation)
[I-105]Standard Deflection Curve for Short-Span Reinforced Concrete Slab Bridges and Its Application to Structural Health Evaluation
*Keito Endo Endo1, Keigo Suzuki1, Masaki Ito1, Sirasaka Riri1 (1. Fukui University)
[I-106]Study on Load and Deflection of RC Slabs with three types of Elastic Expansion Joint
*Takumi Katagiri1, Tadashi Abe1, Kazuhiko Minakuchi1, Nobuhisa Kimura1, Hiroyuki Noguchi1, Akari Kasagawa1 (1. Nihon University)
[I-107]A Consideration on Load-Carrying Capacity of Rationalized Joints in Precast Steel–Concrete Composite Slabs
*Maki Goto1, Kazuo Tateishi1, Takeshi Hanji1, Masaru Shimizu1, Koichi Asano2, Ryuichi Minata2, Takaaki Ishii2 (1. Nagoya University, 2. Sumitomo Mitsui Construction Steel Structures Engineering Co.)
[I-108]Analytical Study on Bending Capacity of Precast Steel-Concrete Composite Slabs with Rationalized Joints
*Toshiaki Ito1, Tamai Hiroki1, Yoichi Yuki2, Satoshi Maeda2 (1. Kyushu University, 2. Yokogawa Bridge Corp.)
