Session Details
ずれ止め,一般 (1)
Fri. Sep 6, 2024 9:00 AM - 10:20 AM JST
Fri. Sep 6, 2024 12:00 AM - 1:20 AM UTC
Fri. Sep 6, 2024 12:00 AM - 1:20 AM UTC
第2小講義室(経済学部)(川内南キャンパス文科系総合講義棟)
Chair: Yusuke IMAGAWA
[CS6-36]Tensile strength of horizontally welded torque shear type high strength stud bolt
*Ryoichi Kawanaka1, Ai Takechi1, Masato Fukuda2, Kazuki Ida2, Yuki Mineyama3, Kenjiro Nakaji4, Takashi Yamaguchi5 (1. P.S. Mitsubishi Construction Co.,Ltd., 2. West Nippon Expressway Company Limited, 3. KOMAIHALTEC Inc., 4. DAIHEN STUD.,Ltd., 5. Osaka Metropolitan University)
[CS6-37]Improving the slip coefficient on high strength stud bolted frictional joints by rust accelerator
*Yuki Mineyama1, Ryoichi Kawanaka2, Ai Takechi2, Masato Fukuda3, Kazuki Ida3, Kenjiro Nakaji4, Takashi Yamaguchi5 (1. KOMAIHALTEC Inc., 2. P.S. Mitsubishi Construction Co., Ltd., 3. West Nippon Expressway Company Limited., 4. DAIHEN Stud Co., Ltd., 5. Osaka Metropolitan University)
[CS6-38]Load carrying test of lower end joint in steel strut using full-scale specimen
*Mitsuaki Noguchi1, Tetsuo Hashino1, Ryouichi Kawanaka1, Masato Fukuda2, Kazuki Ida2 (1. P.S.Mitsubishi Construction Co.,Ltd., 2. West Nippon Expressway Company Limited)
[CS6-39]New shear connectors combined with perfobond rib and headed stud for interface between precast slab and steel girder -Part 1-
*Kazuhiro Nagashima1, Shohei Kajiwara1, Manabu Hashimoto1, Tomohiro Hayakawa1 (1. Obayashi Corporation)
[CS6-40]New shear connectors combined with perfobond rib and headed stud for interface between precast slab and steel girder -Part 2-
*Gaku Imayoshi1, Shohei Kajiwara2, Kazuhiro Nagashima2, Yoshimi Sonoda1 (1. KYUSHU UNIVERSITY, 2. Obayashi Corporation)
[CS6-41]Decay process of the intermediate support of the overhanging rigid structure for precast composite deck slab bridges
*Kenta Nakaoka1, Takashi Yamaguchi2, Satoshi Kimura3, Taro Tonegawa3 (1. mm bridge corporation ,Osaka Metropolitan University, 2. Osaka Metropolitan University, 3. Yokogawa NS Engineering Corporation)
[CS6-42]Fundamental study on shear bearing performance evaluation of perforated rib shear connector with different base material range by FEM
*Sogo Mori1, Satoru Munemoto1, Moriaki Suzuki1 (1. Aichi Institute of Technology)