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    Metaresearching Structural Engineering Using Text Mining: Trend Identifications and Knowledge Gap Discoveries 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Mohamed Ezzeldin; Wael El-Dakhakhni
    Publisher: ASCE
    Abstract: The significant increase in the number of journal paper submissions/publications in the last decades has been paralleled by a shift to (mainly) on-line publication and digital archiving of past research articles. This ...
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    Managing Interdependence-Induced Systemic Risks in Infrastructure Projects 

    Source: Journal of Management in Engineering:;2022:;Volume ( 038 ):;issue: 005:;page 04022048
    Author(s): Ahmed Moussa; Wael El-Dakhakhni
    Publisher: ASCE
    Abstract: Complex by nature, infrastructure megaprojects rarely meet stakeholders’ expectations. A key characteristic of such complexity is the interdependence among different project stakeholders (e.g., contractors) where ...
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    Influence of Floor Diaphragm–Wall Coupling on the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block Building 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Ahmed Ashour; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: Understanding the inelastic seismic response of reinforced masonry shear walls (RMSW) is the first step to develop predictive models of the system-level (i.e., complete building) response under different levels of ...
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    Seismic Response of Reinforced-Concrete Masonry Shear-Wall Components and Systems: State of the Art 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Wael El-Dakhakhni; Ahmed Ashour
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a concise state-of-the-art survey on the research work pertaining to the seismic response of reinforced masonry shear walls (RMSW) with a focus on the published research work as of the 1980s on mainly ...
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    Reinforced Masonry Building Seismic Response Models for ASCE/SEI-41 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Mohamed Ezzeldin; Wael El-Dakhakhni; Lydell Wiebe
    Publisher: American Society of Civil Engineers
    Abstract: The development of models to predict the inelastic behavior of the individual components of a building system at different performance levels is an essential step in performing nonlinear static and dynamic analyses, as ...
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    Experimental Evaluation of the System-Level Seismic Performance and Robustness of an Asymmetrical Reinforced Concrete Block Building 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Ahmed Ashour; Wael El-Dakhakhni; Marwan Shedid
    Publisher: American Society of Civil Engineers
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    System-Level Seismic Risk Assessment Methodology: Application to Reinforced Masonry Buildings with Boundary Elements 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Mohamed Ezzeldin; Lydell Wiebe; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
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    Experimental Assessment of the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block–Wall Building with Boundary Elements 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Mohamed Ezzeldin; Wael El-Dakhakhni; Lydell Wiebe
    Publisher: American Society of Civil Engineers
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    Seismic Response Analysis of a Reinforced Concrete Block Shear Wall Asymmetric Building 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): Paul Heerema; Marwan Shedid; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents detailed analyses of experimental results pertaining to the cyclic behavior of a reduced-scale reinforced masonry (RM) asymmetric building with walls aligned in two orthogonal directions. The current ...
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    Seismic Collapse Risk Assessment of Reinforced Masonry Walls with Boundary Elements Using the FEMA P695 Methodology 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Mohamed Ezzeldin; Lydell Wiebe; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: Using boundary elements in reinforced masonry (RM) walls allows closed ties to be used and multiple layers of vertical bars to be accommodated, thus providing a confining reinforcement cage. This enhances the overall ...
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