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本文建立了用ＥＲ／ＭＲ智能阻尼器耦联的带裙房高层建筑结构地震反应半主动控制的设计计算方法。文中，在导出了ＥＲ／ＭＲ智能阻尼器力学模型的基础上，建立了ＥＲ／ＭＲ智能阻尼器耦联的带裙房高层建筑结构地震反应的基本方程，并根据瞬时最优主动控制的原则，提出了 ＥＲ／ＭＲ智能阻尼器耦联的带裙房高层建筑地震反应半主动控制的基于最优主动控制位移的“开关－耗能”半主动控制策略。应用本文方法对主楼２０层、裙房５层的计算结构受控地震反应的模拟计算结果表明：耦联主楼和裙房的半主动的ＥＲ／ＭＲ智能阻尼器可有效地抑制带裙房高层建筑结构地震反应的鞭梢效应．并可均匀地减小结构各层的地震反应，是一种简单、方便和有效的智能控制装置。
In this paper, a design and calculation method of semi-active seismic response control of tall buildings with podium structure coupled by ER / MR intelligent damper is established. In this paper, based on the derivation of ER / MR intelligent damper model, the basic equation of seismic response of ER / MR intelligent damper coupled with podium building is established. According to the principle of instantaneous optimal active control, A semi-active control strategy based on optimal active control displacement with ER / MR intelligent damper coupled seismic response of tall buildings with podium is proposed. The simulation results of the controlled seismic response of the 20-story and 5-storey podium building using this method show that the semi-active ER / MR intelligent dampers coupled with the main building and the podium can effectively restrain the high-rise buildings with podium Whiplash Effect on Structural Seismic Response. And can uniformly reduce the seismic response of various layers of the structure. It is a simple, convenient and effective intelligent control device.