Session Details

特殊構造

Fri. Sep 6, 2024 4:20 PM - 5:40 PM JST
Fri. Sep 6, 2024 7:20 AM - 8:40 AM UTC
A103(川内北キャンパス講義棟A棟)
Chair: Tetsuya Kono

[I-314]Effect of steel type on shear lag of beam-to-column connections of rigid flame piers made of steel

*Yuji Shinozaki1, Seiji Okada2, Dai Daimon3, Takeshi Miyashita4, Masahide Takagi5, Kiyoshi Ono6 (1. Waseda University Graduate School, 2. IHI Infrastructure Systems Co., Ltd., 3. Nagoya Expressway Public Corporation, 4. Nagaoka University of Technology, 5. The Japan Iron and Steel Federation, 6. Waseda University)

[I-315]Experimental Study on Simplified Connection Structure of Precast Revetment Joint Structure

*Sota Koga1, Msahide Matumura1 (1. KUMAMOTO University)

[I-316]A Proposal of Nonlinear 3D Frame Modeling Method for Verification of Seismic Performance of RC Solid-Spandrel Arch Bridges

Yuta Iwatani1, *Satoshi Onoue2, Natsumi Asahara2, Shinnji Aramaki2, Masayuki Nanba2 (1. West Nippon Expressway Company Limited, 2. NEXCO-West Consultants Company Limited)

[I-317]Seismic Performance Verificaton of a RC Solid-Spandrel Arch Bridge and the Evaluation of its Analysis Modeling

Yuta Iwatani1, *Natsumi Asahara2, Satoshi Onoue2, Shinji Aramaki2, Masayuki Nanba2 (1. West Nippon Expressway Company Limited, 2. NEXCO-West Consultants Company Limited)

[I-318]Seismic Retrofit design for a long-span steel cable-stayed bridge –Meiko Chuo Bridge on the Isewangan-Expressway–

*Kenji Oda1, Tsutomu Maekawa1, Shinsaku Shimizu1, Osamu Sanada2 (1. TAKIGAMI-MM BRIDGE-HITACHI ZOSEN Joint Venture, 2. Central Nippon Expressway Company Limited)

[I-319]Seismic Retrofit work for a long-span steel cable-stayed bridge -Meiko Chuo Bridge on the Isewangan-Expressway-

*Osamu Sanada1, Seiko Komiya1, Ming Qiu2 (1. Central Nippon Expressway Company Limited, 2. TAKIGAMI-MM BRIDGE-HITACHI ZOSEN Joint Venture)