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    In-Plane Shear Improvement of Unreinforced Masonry Wall Panels Using NSM CFRP Strips 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Dmytro Dizhur; Michael Griffith; Jason Ingham
    Publisher: American Society of Civil Engineers
    Abstract: The large number of earthquake-prone vintage unreinforced masonry (URM) buildings in many seismically active parts of the world results in a need for minimally invasive and cost-effective strengthening techniques to enhance ...
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    Earthquake Performance of Two Vintage URM Buildings Retrofitted Using Surface Bonded GFRP: Case Study 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 005
    Author(s): Dmytro Dizhur; Sara Bailey; Michael Griffith; Jason Ingham
    Publisher: American Society of Civil Engineers
    Abstract: As part of a seismic retrofit scheme, surface bonded glass fiber-reinforced polymer (GFRP) fabric was applied to two unreinforced masonry (URM) buildings located in Christchurch, New Zealand. The unreinforced stone masonry ...
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    Performance of Posttensioned Seismic Retrofit of Two Stone Masonry Buildings during the Canterbury Earthquakes 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): Sara Bailey; Dmytro Dizhur; John Trowsdale; Michael Griffith; Jason M. Ingham
    Publisher: American Society of Civil Engineers
    Abstract: Seismic retrofitting of unreinforced masonry buildings using posttensioning has been the topic of many recent experimental research projects. However, the performance of such retrofit designs in actual design-level earthquakes ...
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