研究了粘弹性阻尼器在结构减震控制中的参数优化问题。
This paper presents parametric optimization of viscoelastic dampers in vibration control of structures.
粘弹性阻尼器通过改变桥梁结构的频率和阻尼比来达到减振目的。
The viscoelastic damper reduces the dynamic amplitude of bridge structure through change the frequency and damper ratio.
本文提出了设置粘弹性阻尼器的钢结构高层建筑抗震抗风设计的实用方法。
This paper presents a practical method for wind and earthquake resistant design of steel tall buildings installed with viscoelastic dampers.
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