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Design of a Test-Bed Structure for Shake Table Simulation of the Seismic Performance of Nonstructural Systems

机译:非结构系统抗震性能震动表仿真试验台结构的设计

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As part of the project entitled "NEESR-GC: Simulation of the Seismic Performance of Nonstructural System," a series of system-level full-scale experiments of ceilings-piping-partition systems will be conducted at the University of Nevada, Reno NEES Site. This project is aimed at understanding the seismic response of these systems and their interaction with each other and the parent structure. A two-story, two-bay steel braced frame spanning across three biaxial shake tables was designed as a Test-Bed structure to simulate a variety of dynamic environments. After introducing the design considerations of the Test-Bed structure within this paper, the method proposed to develop the shake table drive motions is explained. To obtain the drive motion, a transfer function (TF) was formulated for a multi-support dynamic system under differential support excitation and combined with a TF previously developed for target floor acceleration of a generic structure. A suitable high-pass filter was suggested to limit exerted demands on the shake tables.
机译:作为项目的一部分,题为“Neesr-GC:非结构系统的地震性能模拟”,一系列天花板分区系统的系统级全规模实验将在内华达大学,里诺内部网站进行。该项目旨在了解这些系统的地震响应及其与彼此的互动和母体结构。跨越三个双轴摇动桌的两层两层钢支撑框架设计为试验台结构,以模拟各种动态环境。在本文中引入测试床结构的设计考虑之后,解释了提出开发摇动台驱动运动的方法。为了获得驱动运动,在差分支撑激励下为多支撑动态系统配制转移函数(TF),并结合先前开发用于仿制式结构的目标楼层加速度的TF。建议适合的高通滤波器限制在摇动表上施加的需求。

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