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Out-of-plane seismic design by testing of non-structural lightweight steel drywall partition walls

机译:通过测试非结构轻质钢干墙隔墙进行平面外抗震设计

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Seismic damage of non-structural components could involve functionality interruption of the most affected buildings and substantial economic losses. Among non-structural components, the ceiling-partition wall systems represent a significant investment in the construction sector. Nevertheless, the seismic design of these systems plays a secondary role within the structural design, by leading to a lack of specific design provisions. Because the behaviour of these systems cannot be easily simulated with traditional analysis methods, the experimental characterization is an effective procedure. For these reasons, an important collaboration between an international company and the University of Naples Federico II was established over the last few years. The main objective of the research is to investigate the seismic performance of non-structural lightweight steel drywall building components, i.e. partition walls and suspended continuous ceilings made of lightweight steel profiles and sheathed with gypsum-based panels. The presented paper describes and discusses particularly the out-of-plane quasi-static monotonic tests and dynamic identification tests carried out on lightweight steel drywall partition walls, mainly devoted to develop the seismic design criteria by testing of these systems.
机译:非结构组件的地震损坏可能涉及受影响最严重的建筑物的功能中断和重大的经济损失。在非结构性组件中,天花板-隔墙系统代表了在建筑领域的重大投资。然而,由于缺乏具体的设计规定,这些系统的抗震设计在结构设计中仍扮演着次要的角色。由于传统分析方法无法轻松模拟这些系统的行为,因此实验表征是一种有效的步骤。由于这些原因,在过去几年中,一家国际公司与那不勒斯费德里科二世大学之间建立了重要的合作关系。这项研究的主要目的是研究非结构轻质钢干墙建筑构件的抗震性能,即由轻质钢型材制成并用石膏板覆盖的隔断墙和悬浮式连续天花板。本文特别描述和讨论了在轻质钢干墙隔墙上进行的平面外准静态单调测试和动态识别测试,这些测试主要致力于通过测试这些系统来制定抗震设计标准。

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