Presentation Information
[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
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