首页> 外文会议>7th U.S. National Conference on Earthquake Engineering >RETROFIT OF SEMI-RIGIDLY CONNECTED STEEL FRAME WITH FIBER-REINFORCED POLYMER COMPOSITE PANELS
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RETROFIT OF SEMI-RIGIDLY CONNECTED STEEL FRAME WITH FIBER-REINFORCED POLYMER COMPOSITE PANELS

机译:半刚性连接钢框架与纤维增强聚合物复合板的改造

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This paper addresses the design and testing of an energy dissipating polymer matrix composite (PMC) infill walls developed for seismic retrofit. The composite infill wall system presented in this paper is comprised of two fiber-reinforced polymer (FRP) laminates with an infill of a vinyl sheet foam. At the interface between the laminates, visco-elastic honeycomb is used to dissipate energy and improve the damping characteristics of the structure. Analytical and experimental studies for a steel frame retrofitted by a PMC infill wall were performed to explore the effectiveness of the retrofitting strategy, and to examine the behavior of PMC infill wall system when subjected to mono-tonic and cyclic loading.
机译:本文介绍了为抗震改造而开发的消能聚合物基复合材料(PMC)填充墙的设计和测试。本文介绍的复合填充墙系统由两个纤维增强聚合物(FRP)层压板组成,其中填充了乙烯基片状泡沫。在层压板之间的界面处,使用粘弹性蜂窝体来耗散能量并改善结构的阻尼特性。进行了对PMC填充墙进行翻新的钢框架的分析和实验研究,以探讨翻新策略的有效性,并检查了PMC填充墙系统在单调和循环荷载下的性能。

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