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    URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): Saman Babaeidarabad; Francisco De Caso; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) walls have been constructed for the past millennia and are still widely used today. URM walls have proven to have low shear strength and are prone to brittle failure when subjected to in-plane ...
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    Out-of-Plane Behavior of URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    Author(s): Saman Babaeidarabad; Francisco De Caso; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: The use of unreinforced masonry (URM) walls is common practice in different types of construction, such as interior or exterior walls. URM walls are typically deficient in flexural capacity when subjected to out-of-plane ...
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    Performance of FRCM-Strengthened RC Beams Subject to Fatigue 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Vanessa Pino; Houman Akbari Hadad; Francisco De Caso y Basalo; Antonio Nanni; Usama Ali Ebead; Ahmed El Refai
    Publisher: American Society of Civil Engineers
    Abstract: Fabric-reinforced cementitious matrix (FRCM) is a relatively new material system developed for the repair, retrofit, and rehabilitation of reinforced concrete (RC) and masonry structures. Structures such as bridges experience ...
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