座屈・耐荷力(柱) (2)

[I-208] Experimental investigation into the seismic performance of inverted L-shaped concrete-filled steel piers with long columns subjected to out-of-plane seismic loads.

*Hiroki Matsuura¹, Takemasa Ebisawa¹, Tetuya Nonaka¹, Tadanobu Yamada¹, Nobuaki Morisita², Takahito Banno² (1. Nagoya Institute of Technology, 2. Nagoya Expressway)

Keywords:Inverted L-shaped piers, Out-of-plane seismic loads, Concrete-filled steel piers, Earthquake resistance performance