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    Modeling Masonry Shear-Compression: Role of Dilatancy Highlighted 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Gideon P. A. G. van Zijl
    Publisher: American Society of Civil Engineers
    Abstract: In-plane shear and compression are important modes in masonry walls, both in load bearing structures and in framed structures. By these mechanical actions shear forces caused by wind and earthquakes are resisted. Upon ...
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    Masonry Wall Crack Control with Carbon Fiber Reinforced Polymer 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001
    Author(s): G. P. A. G. van Zijl; P. A. de Vries
    Publisher: American Society of Civil Engineers
    Abstract: Restrained shrinkage is a major source of damage to buildings. By the combination of different construction materials, or through different conditions of exposure of different structural elements, differential dimensional ...
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    Characterization of Equivalent Struts for Macromodeling of Infilled Masonry RC Frames Subjected to Lateral Load 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Peter B. K. Mbewe;Gideon P. A. G. van Zijl
    Publisher: American Society of Civil Engineers
    Abstract: Evaluation of the seismic performance of infill frame structural systems using equivalent strut models and pushover analysis has gained popularity due to the simplicity of the evaluation process. Various strut macromodels ...
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    Characterization of Equivalent Struts for Macromodeling of Infilled Masonry RC Frames Subjected to Lateral Load 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): Peter B. K. Mbewe; Gideon P. A. G. van Zijl
    Publisher: American Society of Civil Engineers
    Abstract: Evaluation of the seismic performance of infill frame structural systems using equivalent strut models and pushover analysis has gained popularity due to the simplicity of the evaluation process. Various strut macromodels ...
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    Applied Voltage on Corrosion Mass Loss and Cracking Behavior of Steel-Reinforced SHCC and Mortar Specimens 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 005
    Author(s): Suvash Chandra Paul; Adewumi John Babafemi; Kevin Conradie; Gideon P. A. G. van Zijl
    Publisher: American Society of Civil Engineers
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    Masonry Wall Damage by Restraint to Shrinkage 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 007
    Author(s): G. P. A. G. van Zijl; P. A. de Vries; A. T. Vermeltfoort
    Publisher: American Society of Civil Engineers
    Abstract: Restrained shrinkage has been identified as a major source of damage to buildings in The Netherlands. Several numerical studies have been performed and reported. Yet, successful experimental simulation and quantification ...
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    Soil–Structure Interaction Analysis of Transition Zone Deformations due to Imposed Abutment Displacement Cycles in an Integral Bridge 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 004:;page 04025005-1
    Author(s): T. Dreyer; A. Fronek; H. Fataar; G. D. Mpye; S. Skorpen; E. Kearsley; G. van Zijl
    Publisher: American Society of Civil Engineers
    Abstract: Integral abutment bridges (IABs) are jointless bridge structures in which the bridge deck is cast monolithically with supporting piers and abutments. The absence of expansion joints and bearings eliminates maintenance costs ...
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