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Experimental investigations of a rolling-based seismic isolation system

机译:轧制地震隔离系统的实验研究

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This paper presents the results of an extensive series of experimental tests to identify the mechanical characteristics of a recently-proposed seismic isolation device known as the Roll- In-Cage (RNC) isolator. Several 1/10 reduced-scale experimental prototypes are examined considering different configurations, characteristics and construction materials. Cyclic horizontal displacement tests, varying the test parameters of shear displacement amplitude, axial load, and loading frequency are performed. The RNC isolator's force-displacement relationship, shear stiffness and damping properties are investigated in terms of different test parameters. In addition, vertical cyclic displacement is applied to examine the RNC isolator's capability to withstand vertical axial tension. Furthermore, tests at the ultimate-level consisting of an increasing monotonic shear loading beyond the bearing's design displacement are also carried out to investigate its behavior after activating its self-stopping or buffer mechanism. Some experimentally obtained results are verified using numerical simulation models. A comparative analysis of the results is then performed to allow for highlighting the main features of the RNC isolator.
机译:本文介绍了一系列广泛的实验试验结果,以识别最近提出的地震隔离装置的机械特性,称为载体(RNC)隔离器。考虑到不同的配置,特性和建筑材料,检查了几种1/10减小的实验原型。循环水平位移试验,改变剪切位移幅度,轴向载荷和装载频率的测试参数。在不同的测试参数方面研究了RNC隔离器的力位移关系,剪切刚度和阻尼性能。此外,应用垂直循环位移以检查RNC隔离器的能力,以承受垂直轴向张力。此外,还进行了在轴承设计位移之外的增加的单调剪切负载增加的最终水平的测试,以研究激活其自停止或缓冲机构之后的行为。使用数值模拟模型来验证一些实验所获得的结果。然后进行对结果的比较分析以允许突出RNC隔离器的主要特征。

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