A 0.25-scale three-storey stacked modular steel structure with a novel slider device used at each floor level was built and subjected to seismic biaxial base excitation. This was tested in a shake table and performed well, satisfying the desired characteristics of the slider device and the modular steel structure. The test structure was then modeled and analyzed numerically, and the analysis results were compared with the test data. This paper presents the details of shake table tests, numerical models, the comparison of tests and numerical results and the feasibility of using the proposed slider device in multi-storey modular steel structures.

中文翻译：

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具有新颖滑块装置的三层模块化钢结构建筑：按比例缩小的模型进行振动台测试并进行数值研究

建造了一个0.25层的三层堆叠模块化钢结构，并在每个楼层使用了新型滑块装置，并进行了地震双轴基础激励。这在振动台上进行了测试，性能良好，满足了滑块设备和模块化钢结构的所需特性。然后对测试结构进行建模和数值分析，并将分析结果与测试数据进行比较。本文详细介绍了振动台试验，数值模型，试验和数值结果的比较以及在多层模块化钢结构中使用所提出的滑块装置的可行性。