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Effects of Soil-Structure Interaction on Torsionally Coupled Base Isolated Machine Foundation under Earthquake Load

机译:地震载荷下土 - 结构相互作用对扭转耦合底座隔离机基础的影响

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摘要

In this paper, the influence of soil-structure interaction (SSI) on a torsionally coupled turbo-generator (TG) machine foundation is studied under earthquake ground motions. The beneficial effects of base isolators in the TG foundation under earthquake ground motions are also studied duly, considering the effects of SSI. A typical TG foundation is analyzed using a three-dimensional finite element (FE) model. Two superstructure eccentricity ratios are considered to represent the torsional coupling. Soft soil properties are considered to study the effects of SSI. This research concludes that the effects of torsional coupling alter the natural frequencies, if ignored, could lead to unsafe design. The deck accelerations and displacements are increased with an increase in superstructure eccentricity. On the other hand, the deck accelerations and displacements are greatly reduced with the help of base isolators, thus confirming the beneficial use of base isolators in machine foundations to protect the sensitive equipment from the strong earthquake ground motions. However, the effects of SSI reduce the natural frequencies of the TG foundation resting on soft soil conditions and activate the higher mode participation, resulting in amplifying the response.
机译:在本文中,土壤结构相互作用(SSI)上的扭转耦合涡轮发生器(TG)机器基础的影响下地震地面运动的影响。在地震作用下的地面运动的TG基础隔震的有益效果也正式研究,考虑SSI的影响。典型的TG基础是利用三维有限元(FE)模型进行分析。两个上层建筑偏心率被认为代表扭转耦合。软土特性被认为是研究SSI的影响。这项研究的结论是,扭转耦合效应改变固有频率,如果置之不理,可能会导致不安全的设计。甲板加速度和位移的增加而上层建筑偏心率增加。在另一方面,在甲板上的加速度和位移与基础隔离器的帮助下被大大降低,从而证实了机基础的有益使用的基础隔离,以保护敏感设备从强地震动。然而,SSI的效果降低TG基础静止的自然频率上软土壤条件和激活更高模式参与,导致放大的响应。

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