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Seismic retrofitting strategies of semi-rigid steel frames using polymer matrix composite materials.

机译:使用聚合物基复合材料的半刚性钢框架的抗震改造策略。

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摘要

By using polymer matrix composite (PMC) material, new conceptual designs for seismic retrofitting were developed for application on existing buildings. Similar to partial rehabilitation techniques using composite material such as column wrapping, the use of prefabricated PMC infill panel systems is a very efficient way to achieve seismic retrofitting of existing facilities because of the efficiency of the material and its ease of use in construction. PMC material has high stiffness-to-weight and strength-to-weight ratios. Thus, the addition of PMC infill panels into existing structures will not significantly alter the weight of the structure while providing substantial structural enhancement.; In this study, three prefabricated PMC infill panel systems for seismic retrofitting were proposed. The PMC infill panels were studied using analytical and experimental methods to assess their effectiveness and response under simulated earthquake loading. Applying the concept of combined interface damping layers to the proposed panel systems was found to be highly feasible in the seismic applications. Design and fabrication procedures for each PMC infill panel were presented, and a conceptual trial design was performed using finite element (FE) analysis. To validate the proposed systems in real situations, both monotonic- and cyclic-loading tests were performed on full-scale models. The results obtained from this research showed that the systems offer the potential to increase the damping as well as the lateral resistance of steel frames, with a relatively low cost of retrofitting.
机译:通过使用聚合物基复合材料(PMC),开发了用于抗震加固的新概念设计,以应用于现有建筑物。类似于使用复合材料的部分修复技术(例如,圆柱包裹),预制的PMC填充面板系统的使用是一种非常有效的方法,可以对现有设施进行抗震改造,因为这种材料的效率高且易于施工。 PMC材料具有较高的刚度重量比和强度重量比。因此,将PMC填充板添加到现有结构中不会显着改变结构的重量,同时提供实质性的结构增强。在这项研究中,提出了三种用于地震翻新的预制PMC填充面板系统。使用分析和实验方法研究了PMC填充面板,以评估其在模拟地震荷载下的有效性和响应。发现将组合界面阻尼层的概念应用于所提出的面板系统在地震应用中是高度可行的。介绍了每个PMC填充面板的设计和制造程序,并使用有限元(FE)分析进行了概念性试验设计。为了在实际情况下验证所提出的系统,在满量程模型上执行了单调和循环加载测试。从这项研究中获得的结果表明,该系统具有潜在的增加钢框架的阻尼以及侧向阻力的能力,而且改造成本相对较低。

著录项

  • 作者

    Jung, Wooyoung.;

  • 作者单位

    State University of New York at Buffalo.;

  • 授予单位 State University of New York at Buffalo.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 419 p.
  • 总页数 419
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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