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Rehabilitation of masonry walls using unobtrusive FRP techniques for enhanced out-of-plane seismic resistance.

机译:使用无障碍FRP技术修复砖石墙,以增强面外抗震性能。

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摘要

Earthquake damage to unreinforced masonry buildings has shown the vulnerability of perimeter walls to out-of-plane failure. Many of the existing masonry buildings are of historic significance and the damage or collapse of their facades represents a serious cultural loss. The human losses, economic losses in the billion of dollars, and loss of history due to such failures were motivations for this research.; This study was carried out to develop and test innovative FRP rehabilitation techniques that meet the stringent requirements of restoration of historical buildings and to be cost-effective alternatives applicable to existing masonry structures. Unobtrusive FRP rehabilitation techniques that utilize carbon fibre rope impregnated with an epoxy saturant and flexible carbon fibre composite cables, both mounted near the surface of the facade walls in epoxy-filled grooves in the bed and head joints, were developed.; Forty-two wallettes and ten full size walls were constructed of solid clay bricks and were retrofitted by the developed FRP rehabilitation techniques. The effectiveness of the developed techniques was examined under both monotonic loading and quasi-static cyclic loading. The test results demonstrated the high efficiency of the proposed techniques. Significant increases in ultimate capacities, energy absorption and deformability were achieved for various reinforcing schemes compared to the behaviour of the unreinforced specimens. In order to analyze performance, extend the range of the investigated parameters and define limitations, a rigid body analytical model was developed to predict the post-cracking lateral pressure-displacement response of the FRP-reinforced walls under biaxial bending.; The implementation of these techniques could have a significant economic impact in addition to the cultural and social impacts of conservation of the architectural heritage. Since the developed techniques are applicable to existing masonry buildings in general, it is anticipated that they will contribute to the Canadian economy through upgrading existing masonry buildings and extending their service life.
机译:地震对未加固的砖石建筑造成的损害表明,周墙容易遭受平面外破坏。现有的许多砖石建筑都具有历史意义,其外墙的损坏或倒塌代表了严重的文化损失。人为的损失,数十亿美元的经济损失以及由于这种失败而造成的历史损失是进行这项研究的动机。进行这项研究的目的是开发和测试创新的FRP修复技术,这些技术可满足对历史建筑进行修复的严格要求,并且是适用于现有砌体结构的具有成本效益的替代方案。开发了一种不显眼的FRP修复技术,该技术利用浸渍有环氧饱和剂的碳纤维绳和柔性碳纤维复合电缆,它们都安装在床面和头部连接处的环氧填充凹槽中的外墙表面附近。用实心粘土砖建造了42个钱包和十个全尺寸墙,并通过发达的FRP修复技术进行了翻新。在单调加载和准静态循环加载下都检查了开发技术的有效性。测试结果证明了所提出技术的高效率。与未加固试样的行为相比,各种加固方案的极限承载力,能量吸收和可变形性都得到了显着提高。为了分析性能,扩展研究参数的范围并定义限制,开发了一种刚体分析模型来预测FRP加固墙在双轴弯曲下的开裂后横向压力位移响应。这些技术的实施,除了保护建筑遗产的文化和社会影响外,还可能产生重大的经济影响。由于开发的技术通常适用于现有的砖石建筑,因此预计它们将通过升级现有的砖石建筑并延长其使用寿命为加拿大经济做出贡献。

著录项

  • 作者

    Korany, Yasser.;

  • 作者单位

    McMaster University (Canada).;

  • 授予单位 McMaster University (Canada).;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 341 p.
  • 总页数 341
  • 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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