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    Seismic Evaluation of Masonry Structures Strengthened with Reinforced Concrete Layers 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Bahman Ghiassi; Masoud Soltani; Abbas Ali Tasnimi
    Publisher: American Society of Civil Engineers
    Abstract: Coating the walls with reinforced concrete layers is a conventional method of strengthening masonry structures in Iran. However, because of the lack of analytical and experimental information about the behavior of strengthened ...
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    Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Bahman Ghiassi; Paulo B. Lourenço; Daniel V. Oliveira
    Publisher: American Society of Civil Engineers
    Abstract: Recent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation ...
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    Accelerated Hygrothermal Aging of Bond in FRP–Masonry Systems 

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 003
    Author(s): Bahman Ghiassi; Paulo B. Lourenço; Daniel V. Oliveira
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the results of accelerated hygrothermal (coupled temperature and moisture) tests on fiber-reinforced polymer (FRP) strengthened clay bricks, aimed at investigating bond degradation mechanisms. The ...
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    Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Bahman Ghiassi; Paulo B. Lourenço; Daniel V. Oliveira
    Publisher: American Society of Civil Engineers
    Abstract: Recent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation ...
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    Effects of Polyethylene Fiber Dosage and Length on the Properties of High-Tensile-Strength Engineered Geopolymer Composite 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 008:;page 04023224-1
    Author(s): Jia-Qi Wu; Bo Li; Yung-Tsang Chen; Bahman Ghiassi; Ahmed Elamin
    Publisher: ASCE
    Abstract: This paper presents a high-tensile-strength engineered geopolymer composite (EGC) reinforced by polyethylene (PE) fibers. The influences of fiber dosage (1.5%, 1.75%, and 2.0%) and length (6, 12, and 18 mm) on the ...
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