橋梁の耐震(4)／危機耐性(2)

[I-386] Behavior in the damage induction member of the bridge due to excess action during an earthquake

〇Takashi Sato¹, Takahiro Terasawa¹, Shintaro Yasunaka¹ (1.CERI)

Keywords:Seismic design, excess action, Damage induction design method