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    Rehabilitation of Masonry Walls Using Unobtrusive FRP Techniques for Enhanced Out-of-Plane Seismic Resistance

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 003
    Author:
    Yasser Korany
    ,
    Robert Drysdale
    DOI: 10.1061/(ASCE)1090-0268(2006)10:3(213)
    Publisher: American Society of Civil Engineers
    Abstract: 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 façade 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.
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      Rehabilitation of Masonry Walls Using Unobtrusive FRP Techniques for Enhanced Out-of-Plane Seismic Resistance

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/54370
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    contributor authorYasser Korany
    contributor authorRobert Drysdale
    date accessioned2017-05-08T21:30:52Z
    date available2017-05-08T21:30:52Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%291090-0268%282006%2910%3A3%28213%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54370
    description abstractEarthquake 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 façade 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.
    publisherAmerican Society of Civil Engineers
    titleRehabilitation of Masonry Walls Using Unobtrusive FRP Techniques for Enhanced Out-of-Plane Seismic Resistance
    typeJournal Paper
    journal volume10
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2006)10:3(213)
    treeJournal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 003
    contenttypeFulltext
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