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首页> 外文期刊>Journal of Composites for Construction >Rehabilitation of Masonry Walls Using Unobtrusive FRP Techniques for Enhanced Out-of-Plane Seismic Resistance
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Rehabilitation of Masonry Walls Using Unobtrusive FRP Techniques for Enhanced Out-of-Plane Seismic Resistance

机译:使用非侵入性FRP技术修复砌体墙以增强平面外抗震性能

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摘要

Earthquake damage to unreinforced masonry buildings has shown the vulnerability of perimeter walls to out-of-plane failure. This paper describes a study that was carried out to develop and test innovative fiber reinforced polymer (FRP) rehabilitation techniques that meet the stringent requirements for strengthening historical buildings and to be cost-effective alternatives applicable to other existing masonry structures. Unobtrusive FRP rehabilitation techniques that utilize flexible carbon fiber composite cables, mounted near the surface of the facade walls in epoxy-filled grooves in the bed and head joints, were developed. Ten full size walls were constructed of clay bricks and retrofitted using the developed FRP rehabilitation techniques. The test results demonstrated the high efficiency of the rehabilitation techniques under both monotonic and quasistatic cyclic loadings. Significant increases in ultimate capacities, energy absorption, and deformability were achieved for various reinforcing schemes compared to the behavior of the unreinforced walls.
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。本文介绍了一项旨在开发和测试创新的纤维增强聚合物(FRP)修复技术的研究,该技术能够满足加强历史建筑的严格要求,并且是适用于其他现有砖石结构的经济高效的替代方案。开发了一种采用柔性碳纤维复合电缆的不显眼的FRP修复技术,该电缆安装在床和头部连接处的环氧树脂填充凹槽中的立面壁表面附近。用粘土砖建造了十个全尺寸墙,并使用发达的FRP修复技术进行了翻新。测试结果表明,在单调和准静态循环载荷下,修复技术均具有很高的效率。与未加固墙的性能相比,各种加固方案的极限承载力,能量吸收和变形能力都得到了显着提高。

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