An experimental and theoretical study of the earthquake mitigation effect of hysteretic dampers using ultra low yield point steel was presented in this paper. 本文通過試驗研究和理論分析探討極低屈服點軟鋼阻尼器的減震效果。
This paper studies the condition that structures should be in when hysteretic dampers mitigate seismic action most effectively in theory. 從理論上探討了軟鋼阻尼器發揮最佳減震效果時結構應具備的條件。
