Presentation Information
[VI-321]Seismic reinforcement of the railway underground tunnel using post-installed high-strength shear reinforcement steel bars
*Ayana Miyazaki1, Hiroshi Orita2, Masayoshi Unno1, Yuki Nagatani1, Hiroaki Mikura1, Yugo Nishio1 (1. Obayashi Corporation, 2. Keio Corporation)
Keywords:
next to the railway line,seismic reinforcement,post-installed high-strength shear reinforcement steel bars,track closure,tram line power outage
Login required to view
Comment
To browse or post comments, you must log in.Log in