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Seismic response control of multi-story base-isolated buildings using a smart electromagnetic friction damper with smooth hysteretic behavior

机译:使用具有平稳滞回特性的智能电磁摩擦阻尼器控制多层基础隔震建筑的地震响应

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This paper studies the use of a smart/semi-active electromagnetic friction damper (SEMFD) for the control of seismic response of multi-story base-isolated buildings. The SEMFD consists of a ferromagnetic plate and two similar arrays of thick rectangular ferromagneticcore coils (FCs) connected in series. The FCs are attached to the two sides of the ferromagnetic plate through two non-magnetic friction pads. The force in the damper is developed because of the friction between the friction pads and the ferromagnetic plate when the FCs moves relative to ferromagnetic plate. The normal force between the friction pad and the ferromagnetic plate is caused by the attractive magnetic interactions between the FCs arrays and the ferromagnetic plate. The magnitude of this force is controlled by a proposed semi-active controller that is capable of varying the current flowing through the FCs in such a way that it is able to avoid stick-slip motion by smoothing the nonlinear hysteretic behavior of the SEMFD. The capability of the SEMFD and the proposed semi-active controller to control the seismic response of base-isolated buildings is demonstrated by implementing them into the dynamic model of a six-story base-isolated building supported on lead-rubber bearings (LRBs). The numerical results show that the SEMFD and its semiactive controller are capable of limiting the displacement of the base floor without noticeably increasing the inter-story drifts and absolute accelerations of the floors. It is demonstrated that the parallel actions of the LRBs and the SEMFD in the base floor create a smart base isolation system that is capable of fully protecting a multi-story building from ground motions with intensities at a level as that of the ASCE 7-10 Maximum Considered Earthquake (MCE). (C) 2019 Elsevier Ltd. All rights reserved.
机译:本文研究了使用智能/半主动电磁摩擦阻尼器(SEMFD)来控制多层基础隔震建筑物的地震响应的方法。 SEMFD由一块铁磁板和两个类似的串联的厚矩形铁磁芯线圈(FC)的类似阵列组成。 FC通过两个非磁性摩擦垫连接到铁磁板的两侧。当FC相对于铁磁板移动时,由于摩擦垫和铁磁板之间的摩擦而产生阻尼器中的力。摩擦垫和铁磁板之间的法向力是由FC阵列和铁磁板之间的吸引磁相互作用引起的。该力的大小由建议的半主动控制器控制,该控制器可以改变流经FC的电流,从而可以通过平滑SEMFD的非线性滞后行为来避免粘滑运动。通过将SEMFD和拟议的半主动控制器控制基础隔震建筑的地震反应的能力,通过将其实现为铅橡胶轴承(LRB)支撑的六层基础隔震建筑的动力学模型,证明了它们的能力。数值结果表明,SEMFD及其半主动控制器能够限制底层地板的位移,而不会显着增加层间位移和地板的绝对加速度。事实证明,底层的LRB和SEMFD的平行作用创建了一个智能的基础隔离系统,该系统能够完全保护多层建筑物免受ASCE 7-10级别的地面震动影响。最大考虑地震(MCE)。 (C)2019 Elsevier Ltd.保留所有权利。

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