橋梁の耐震(3)

[I-377] Energy dissipation characteristics of multi-CFT column piers under earthquake motions of level 2 and severer

〇Takemasa Ebisawa¹, Yoshiaki Goto¹, Tetsuya Nonaka¹ (1.Nagoya Institute of Technology)

Keywords:multi column pier, energy dissipation, seismic resistance, shake table test, level 2 earthquake