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本文对具有干摩擦特性的滑动支座式基底隔震系统进行了研究,提出了一种改进的数学模型,并建立了基于这种数学模型之上的系统动力响应的递推计算格式。
In this paper, the sliding bearing type basement isolation system with dry friction characteristics is studied, an improved mathematical model is proposed, and a recursive calculation format of the system dynamic response based on this mathematical model is established.