纸质出版:2009
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[1]沈波,方秦,相恒波.地冲击荷载作用下双层结构磁流变阻尼器隔震效果的数值模拟[J].防灾减灾工程学报,2009,29(01):27-34.
沈波, 方秦, 相恒波. Numerical Simulation of Double Layer Vibration Isolation Systems with MRD Subjected to Ground Shock[J]. 2009, 29(1): 27-34.
在抗爆结构中
一般采用单层隔震系统进行隔震
目前单层隔震系统的最大隔震率可以达到90%以上
但在加速度峰值很高的冲击荷载作用下
隔震后的结构响应加速度仍然很大。鉴于这种情况
本文对加入磁流变阻尼器(MRD)的双层隔震系统进行了研究。针对抗爆结构的两种典型荷载
采用改进Bouc-Wen模型和模糊控制方法
利用Matlab Simulink对双层隔震系统进行了数值模拟
计算了不同荷载作用下
不同隔震系统的加速度、位移及结构的振动剂量值(VDV)的响应
并与结构采用单层隔震系统的结果进行了对比。结果表明
与单层隔震系统相比
带有磁流变阻尼器的双层隔震系统没有太多的优越性。
One layer vibration isolation system is usually used in the shock isolation of blast-resistance structures.At the present time
the largest isolation rate can reach 90%.However
the acceleration of the structures after isolation is still very large if the peak acceleration of ground shock is very large.In order to further increase the isolation rate
a double layer vibration isolation system with Magnetorheological fluid dampers(MRD) is investigated numerically in the paper.The double layer vibration isolation system subjected to two typical ground shocks is simulated by Matlab Simulink
based on the modified Bouc-Wen model and fuzzy logic control method.The acceleration
displacement and Vibration Dose Value(VDV) of the structure under two typical ground shocks in different vibration isolation systems are calculated and the comparison of isolation effects between the one layer vibration isolation system and double layer vibration isolation system is given.It is demonstrated that the double layer vibration isolation system with MRD is no better than the one layer vibration isolation system.
磁流变阻尼器抗爆隔震性能的数值模拟 [J]. 相恒波,方秦,王玮,龚自明. 振动与冲击 . 2007(11)
Electrorheological and magnetorheological fluids in blast resistant design applications [J] . Ali K. El Wahed,John L. Sproston,Graham K. Schleyer. Materials and Design . 2002 (4)
Semiactive Control Strategies for MR Dampers: Comparative Study [J] . Laura M. Jansen,Shirley J. Dyke. Journal of Engineering Mechanics . 2000 (8)
Phenomenological Model for Magnetorheological Dampers [J] . B. F. Spencer Jr.,S. J. Dyke,M. K. Sain,J. D. Carlson. Journal of Engineering Mechanics . 1997 (3)
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