An experimental and theoretical study of the earthquake mitigation effect of hysteretic dampers using ultra low yield point steel was presented in this paper. 本文通过试验研究和理论分析探讨极低屈服点软钢阻尼器的减震效果。
This paper studies the condition that structures should be in when hysteretic dampers mitigate seismic action most effectively in theory. 从理论上探讨了软钢阻尼器发挥最佳减震效果时结构应具备的条件。