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Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes

机译:安装在摩擦隔离器上的SDOF长期系统在近场地震作用下的抗震性能比较

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Friction isolators are one of the most important types of bearings used to mitigate damages of earthquakes. The adaptive behavior of these isolators allows them to achieve multiple levels of performances and predictable seismic behavior during different earthquake hazard levels. There are three main types of friction isolators. The first generation with one sliding surface is known as Friction Pendulum System (FPS) isolators. The double concave friction pendulum (DCFP) with two sliding surfaces is an advanced form of FPS, and the third one, with fully adaptive behavior, is named as triple concave friction pendulum (TCFP). The current study has been conducted to investigate and compare seismic responses of these three types of isolators. The structure is idealized as a two-dimensional single degree of freedom (SDOF) resting on isolators. The coupled differential equations of motion are derived and solved using state space formulation. Seismic responses of isolated structures using each one of these isolators are investigated under seven near fault earthquake motions. The peak values of bearing displacement and base shear are studied employing the variation of essential parameters such as superstructure period, effective isolation period and effective damping of isolator. The results demonstrate a more efficient seismic behavior of TCFP isolator comparing to the other types of isolators. This efficiency depends on the selected effective isolation period as well as effective isolation damping. The investigation shows that increasing the effective isolation period or decreasing the effective isolation damping improves the seismic behavior of TCFP compared to the other isolators. The maximum difference in seismic responses, the base shear and the bearing displacement, for the TCFP isolator are calculated 26.8 and 13.4 percent less than the DCFP and FPS in effective isolation damping equal to 10%, respectively.
机译:摩擦隔离器是用于减轻地震破坏的最重要的轴承类型之一。这些隔离器的自适应行为使他们能够在不同的地震危险等级下实现多种性能水平和可预测的地震行为。摩擦隔离器主要有三种类型。具有一个滑动表面的第一代称为摩擦摆系统(FPS)隔离器。具有两个滑动表面的双凹摩擦摆(DCFP)是FPS的高级形式,第三个具有完全适应性的行为被称为三凹摩擦摆(TCFP)。进行了当前的研究以调查和比较这三种类型的隔离器的地震响应。该结构被理想化为位于隔离器上的二维单自由度(SDOF)。使用状态空间公式推导并求解了耦合的运动微分方程。在七个近断层地震运动下研究了使用这些隔离器中的每一个隔离器的隔震结构的地震响应。利用上部结构周期,有效隔振周期和隔振器有效阻尼等基本参数的变化,研究了轴承位移和基础剪力的峰值。结果表明,与其他类型的隔离器相比,TCFP隔离器具有更有效的抗震性能。该效率取决于所选的有效隔离周期以及有效隔离阻尼。研究表明,与其他隔离器相比,增加有效隔离期或减小有效隔离阻尼可改善TCFP的抗震性能。计算得出的TCFP隔离器的地震响应,基础剪力和轴承位移的最大差异分别比有效隔离阻尼等于10%的DCFP和FPS分别小26.8%和13.4%。

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