座屈・耐荷力(柱) (2)

[I-207] Experimental Study on Seismic Performance of Inverted L-Shaped Concrete-Filled Steel Piers Subjected to Out-of-Plane Seismic Load

*Ryoma Yuhara Yuhara¹, Nonaka Tetsuya¹, Ebisawa Takemasa¹, Yamada Tadanobu¹, Morishita Nobuaki², Banno Takato² (1. Nagoya Institute of Technology, 2. Nagoya Expressway)

Keywords:Inverted L-shaped pier, Out-of-plane seismic load, Concrete-filled pier