Japan Society of Civil Engineers 2024 Annual Meeting
Advanced Search

Presentation Information

1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[V-148]Cyclic Lateral Loading Test of Wall-type Pier Seismically Retrofitted Using Buckling-Restrained Rrebar Focusing on Various Parameters

*Takeda Atsushi1, Yui Tsukuda1, Kazuaki Tobita2, Goto Genta2, Ryota Takahara2 (1. Obayashi Corporation, 2. Nippon Expressway Research Institute Company Limited)

Keywords:

Seismic Retrofit,Wall-type Pier,Added Bar Through the Wall,Buckling-Restrained Rebar,Ductility Capacity

Login required to view

Login is required to view some content.
Log in

Comment

To browse or post comments, you must log in.Log in

Back to Session information