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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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    Experimental Bond Behavior of FRP Sheets Glued on Brick Masonry 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 001
    Author(s): Daniel V. Oliveira; Ismael Basilio; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the experimental characterization of the mechanical tensile and shear bond behavior of fiber-reinforced polymer (FRP) sheets externally glued on masonry prisms, in terms of load capacity and stress ...
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    Experimental Behavior of FRP Strengthened Masonry Arches 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 003
    Author(s): Daniel V. Oliveira; Ismael Basilio; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the experimental behavior of solid clay brick masonry arches strengthened with glass fiber-reinforced polymer composites. Twelve half-scaled segmental masonry arches subjected to a load applied at the ...
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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 ...
    Request PDF

    Static Behavior of Cob: Experimental Testing and Finite-Element Modeling 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 004
    Author(s): Lorenzo Miccoli; Rui A. Silva; Daniel V. Oliveira; Urs Müller
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this paper is to implement a numerical model to reproduce the nonlinear behavior of cob walls under shear loading. Axial compression, pull-off, and diagonal compression tests were carried out to derive the ...
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    Dry Joint Stone Masonry Walls Subjected to In-Plane Combined Loading 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Paulo B. Lourenço; Daniel V. Oliveira; Pere Roca; Agustín Orduña
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents the results of experimental research on the structural behavior of dry joint masonry. The most relevant experimental results concern the strength response of stone dry joint masonry walls subjected to ...
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    Human Error–Induced Risk in Reinforced Concrete Bridge Engineering 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 004:;page 04021026-1
    Author(s): Neryvaldo Galvão; José C. Matos; Daniel V. Oliveira
    Publisher: ASCE
    Abstract: Throughout the last century and in recent years, several bridge failures have taken place worldwide. Recent studies uncovered that the primary cause of these collapses was human errors in the design, construction, and ...
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