橋梁の耐震(3)

[I-371] Benchmark experiment and analysis of brace material for construction of "extended strain verification method"

〇Kento Asano¹, Ryouga Maruyama², Koujirou Wakabayashi³, Tsutomu Usami⁴, Hanbin Ge⁵, Kouichi Watanabe⁶ (1.Meijo University, 2.Hazama And Corporation, 3.Takigami Steel, 4.Meijo University, 5.Meijo University, 6.Meijo University)

Keywords:Strain-based seismic verification method, Crack, Low cycle fatigue, Extended strain-based seismic verification method, Initial lateral load method