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Performance-based design procedure of a novel friction-based cladding connection for blast mitigation

机译:基于性能的新型摩擦减震熔覆连接设计流程

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摘要

Cladding systems are conventionally designed to provide buildings with environmental pro tection against wind, temperature, humidity, moisture, etc. Recently, researchers have proposed to leverage these systems to provide additional protection against manmade (e.g., blast) and natural (e.g., earthquakes, hurricanes) hazards. This can be achieved, for example, by redesigning the connection between the cladding and the structural system to provide energy dissipation via friction. While promising, the use of flexible cladding connection has only been considered for singular hazards. In this study, the authors propose a novel semi-active damping system to connect the cladding to the structure via a variable friction mechanism. By varying the normal force applied on friction plates through a system of adjustable toggles, it is possible to mitigate vibrations over a wide frequency range, therefore enabling mitigation of different types of hazards (i.e. to achieve multi-hazard resistance). In its passive in-situ mode, the device is designed to provide very high stiffness and friction resistance to mitigate the effects of blast.
机译:覆层系统通常设计为向建筑物提供对风,温度,湿度,湿气等的环境保护。最近,研究人员建议利用这些系统为人造(例如爆炸)和自然(例如地震,飓风)危害。例如,这可以通过重新设计包层和结构系统之间的连接以通过摩擦提供能量来实现。尽管很有希望,但仅考虑将柔性包层连接用于单一危险。在这项研究中,作者提出了一种新颖的半主动阻尼系统,通过可变摩擦机制将覆层连接到结构。通过通过可调节的肘节系统改变施加在摩擦板上的法向力,可以减轻宽频率范围内的振动,从而可以减轻不同类型的危险(即实现多重危险)。在其被动原位模式下,该设备旨在提供很高的刚度和耐摩擦性,以减轻爆炸的影响。

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