Presentation Information
[CS6-18]Base Design of High-Strength Bolted Frictional Joints at the Base of GFRP Wall Railings Subjected to Bending
*MASAKI SEKIMOTO1, Gen Hayashi2, Takashi Yamaguchi2, Keigo Kubo3, Keiichi Sakai3 (1. West Nippon Expressway Company Limited (Osaka Metropolitan University), 2. Osaka Metropolitan University, 3. Miyaji Engineering Co. Ltd.)
Keywords:
GFRP Wall Railings,High-Strength Bolted Frictional Joints,Base Design,Strain Distribution
Comment
To browse or post comments, you must log in.Log in