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Vibration control of adjacent buildings considering pile-soil-structure interaction

机译:考虑桩-土-结构相互作用的邻近建筑物的振动控制

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This paper presents an investigation of the influence of pile-soil-structure interaction (PSSI) on the vibration control of adjacent buildings with pile foundations. With the initial assumption that adjacent buildings are linked by the control actuator of an ideal hydraulic servo-system, based on the Penzien model, the calculation model for adjacent structures with piled foundations considering PSSI is established. The motion and control equations of adjacent structures are then derived, and the influences of PSSI on vibration control of adjacent buildings analyzed. Finally, the influences of soil and structural parameters on structural vibration control are investigated. The results show that the PSSI has an obvious influence on the response of adjacent structures, but little obvious influence on the change in control force. However, the soil and structural parameters, such as shear-wave velocity and pile stiffness, play a significant role in the control process.
机译:本文研究了桩-土-结构相互作用(PSSI)对具有桩基础的相邻建筑物的振动控制的影响。最初假设相邻建筑物由理想液压伺服系统的控制执行器链接,然后基于Penzien模型,建立考虑PSSI的具有桩基础的相邻结构的计算模型。然后推导了相邻建筑物的运动和控制方程,并分析了PSSI对相邻建筑物振动控制的影响。最后,研究了土壤和结构参数对结构振动控制的影响。结果表明,PSSI对相邻结构的响应有明显的影响,而对控制力的变化影响不大。但是,土壤和结构参数(如剪切波速度和桩刚度)在控制过程中起着重要作用。

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