座屈・耐荷力（その他）

[I-22] Experimental study on ultimate seismic behavior of inverted L-shaped concrete-filled steel bridge piers subjected in-plane cyclic loads

*Hideya Hasegawa¹, Tetsuya Nonaka², Takemasa Ebisawa³, Takahiro Hori⁴ (1. Nagoya Expressway Public Corporation, 2. Nagoya Institute of Technology, 3. Nagoya Institute of Technology, 4. Nagoya Expressway Public Corporation)

Keywords: inverted L-shaped concrete-filled steel bridge piers , in-plane cyclic loads, load resistance, deformation capacities