Seismic Excitation of Steel Frame Retrofitted by a Multi-Panel PMC Infill Wall

B. Ju, W. Jung
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Abstract

— A multi-panel PMC infilled system, using polymer matrix composite (PMC) material, was introduced as new conceptual design for seismic retrofitting. A proposed multi panel PMC infilled system was composed of two basic structural components: inner PMC sandwich infills and outer FRP damping panels. The PMC material had high stiffness-to-weight and strength-to-weight ratios. Therefore, the addition of PMC infill panels into existing structures would not significantly alter the weight of the structure, while providing substantial structural enhancement. In this study, an equivalent linearized dynamic analysis for a proposed multi-panel PMC infilled frame was performed, in order to assess their effectiveness and their responses under the simulated earthquake loading. Upon comparing undamped (without PMC panel) and damped (with PMC panel) structures, numerical results showed that structural damping with passive interface damping layer could significantly enhance the seismic response.
多层PMC填充墙加固钢框架的地震激励
-采用聚合物基复合材料(PMC)的多面板PMC填充系统,作为抗震改造的新概念设计。提出了一种多面板PMC填充系统,由内部PMC夹层填充和外部FRP阻尼板两个基本结构组成。PMC材料具有较高的刚度-重量比和强度-重量比。因此,在现有结构中添加PMC填充板不会显著改变结构的重量,同时提供实质性的结构增强。在这项研究中,为了评估其在模拟地震荷载下的有效性和响应,对所提出的多面板PMC填充框架进行了等效线性化动力分析。通过对无阻尼(无PMC面板)和有阻尼(有PMC面板)结构进行对比,数值结果表明,有被动界面阻尼层的结构阻尼可以显著增强结构的地震响应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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