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    Experimental Investigation of Confined Masonry Walls with Openings 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024136-1
    Author(s): Akshay Gupta; Vaibhav Singhal
    Publisher: American Society of Civil Engineers
    Abstract: Eight half-scale confined masonry (CM) walls with and without confinement around the openings were tested under cyclic in-plane loads. Initially, four CM walls, one solid and three having different openings without ...
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    Suitability of Half-Scale Burnt Clay Bricks for Shake Table Tests on Masonry Walls 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): Vaibhav Singhal; Durgesh C. Rai
    Publisher: American Society of Civil Engineers
    Abstract: Experimental small-scale modeling of clay brick masonry for behavior up to failure under earthquake-type loads poses many challenges, such as manufacturing of small-scale bricks and creating masonry that not only meets ...
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    Role of Toothing on In-Plane and Out-of-Plane Behavior of Confined Masonry Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Vaibhav Singhal; Durgesh C. Rai
    Publisher: American Society of Civil Engineers
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    Strengthening of Lime Mortar Masonry Wallettes Using Fiber-Reinforced Cementitious Matrix 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
    Author(s): Dattatreya Tripathy; Pawan Meghwal; Vaibhav Singhal
    Publisher: ASCE
    Abstract: The performance of fabric with lime mortar (LM) as the cementitious matrix was investigated for the strengthening of lime masonry wallettes, which were compared with the respective cement-based matrix. Based on the material ...
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    Development of a Novel V-D Strut Model for Seismic Analysis of Confined Masonry Buildings 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021001-1
    Author(s): Bonisha Borah; Hemant B. Kaushik; Vaibhav Singhal
    Publisher: ASCE
    Abstract: Confined masonry (CM) offers an affordable and seismically safe building typology, which is already a widespread construction technique in several seismically-prone countries, and is currently evolving as a popular ...
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    Nonlinear Static and Dynamic Response of a Random Rubble Stone Masonry Building with Horizontal Seismic Bands 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 005:;page 04024038-1
    Author(s): Sonali Upadhyaya; Shivendra Kumar Maurya; Vaibhav Singhal; Martijn Schildkamp
    Publisher: American Society of Civil Engineers
    Abstract: Seismic bands are frequently employed as an earthquake-resilient technique to enhance the performance of random rubble (RR) stone masonry buildings. This study quantifies the effect of five possible scenarios of roof ...
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    Diagonal Shear and Out-of-Plane Flexural Strength of Fabric-Reinforced Cementitious Matrix–Strengthened Masonry Walletes 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 004
    Author(s): S. Lalit Sagar; Vaibhav Singhal; Durgesh C. Rai; Prashant Gudur
    Publisher: American Society of Civil Engineers
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    In-Plane and Out-of-Plane Behavior of Masonry-Infilled RC Frames Strengthened with Fabric-Reinforced Cementitious Matrix 

    Source: Journal of Composites for Construction:;2019:;Volume ( 023 ):;issue: 001
    Author(s): S. Lalit Sagar; Vaibhav Singhal; Durgesh C. Rai
    Publisher: American Society of Civil Engineers
    Abstract: In the present experimental study, six single-story, single-bay half-scale masonry-infilled reinforced concrete (RC) frames were tested to evaluate the performance of fabric-reinforced cementitious matrix (FRCM) strengthening ...
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