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UNIDIRECTIONAL SHAKING TABLE TESTS OF 1:6 REDUCED SCALE STEEL MODEL

机译:单向摇动台测试为1:6减小钢笔模型

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Shaking table tests, recently performed on 1/6th one-storey reduced scale steel structure by means of a six-degree-of-freedom earthquake simulator, are illustrated. The model was designed reproducing a full-scale 2-storey R/C building prototype according to appropriate scaling factors. The programme test was split in two different phases including both tests with the structure fixed directly on the shaking table and tests with the model embedded into a sand deposit pluviated into a flexible soil container. In this last case, "random excitation tests" and "main test runs" under a single-direction, horizontal sine-dwell motion were carried out. The whole system, I.e. Soil, foundation, over-structure such as soil container and shaking table, was monitored by means of a network of 56 instruments, consisting of accelerometers and displacements transducers and strain gauges.
机译:摇动台测试,最近通过六自由度的地震模拟器进行了1/6一层减小的钢结构进行了1/6一层减小的钢结构。根据适当的缩放因子,设计了该模型再现全尺寸的2层楼的R / C建筑原型。该程序测试分为两种不同的阶段,包括两种测试,该阶段都与结构直接固定在振动台上并用嵌入浸入柔性土壤容器中的砂沉积物的模型进行测试。在最后一个情况下,执行“随机励磁测试”和“主测试运行”在单向,水平正弦 - 停留运动下进行。整个系统,即通过56仪器的网络监测土壤,基础,诸如土壤容器和摇动台的过度结构,包括加速度计和位移换能器和应变仪。

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