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    Probabilistic Resilience-Guided Infrastructure Risk Management 

    Source: Journal of Management in Engineering:;2020:;Volume ( 036 ):;issue: 006
    Author(s): Shady Salem; Ahmad Siam; Wael El-Dakhakhni; Michael Tait
    Publisher: ASCE
    Abstract: The increased frequency and magnitude of natural and anthropogenic hazard events that affected infrastructure systems over the past two decades have highlighted the need for more effective risk management strategies. Such ...
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    Resilience Evaluation of Seismically Detailed Reinforced Concrete-Block Shear Walls for Blast-Risk Assessment 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mostafa ElSayed; Wael El-Dakhakhni; Michael Tait
    Publisher: American Society of Civil Engineers
    Abstract: The increased demand for resilient infrastructure under accidental or deliberate explosions has resulted in the urgent need to quantify the performance of both existing and new building components under such extreme loading ...
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    Simplified Framework for Blast-Risk-Based Cost-Benefit Analysis for Reinforced Concrete-Block Buildings 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mostafa ElSayed; Manuel Campidelli; Wael El-Dakhakhni; Michael Tait
    Publisher: American Society of Civil Engineers
    Abstract: Probabilistic risk assessment (PRA) is essential for evaluating different options for blast risk management. However, depending on the risk management approach being considered, a rigorous blast PRA study can be quite ...
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    Response Evaluation of Reinforced Concrete Block Structural Walls Subjected to Blast Loading 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Mostafa ElSayed; Wael El-Dakhakhni; Michael Tait
    Publisher: American Society of Civil Engineers
    Abstract: With the introduction of the new American and Canadian standards for blast resistant design, there is a need to evaluate the response of different structural components under such extreme loads. This paper focuses on ...
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    Simplified Framework for Blast-Risk-Based Cost-Benefit Analysis for Reinforced Concrete-Block Buildings 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mostafa ElSayed; Manuel Campidelli; Wael El-Dakhakhni; Michael Tait
    Publisher: American Society of Civil Engineers
    Abstract: Probabilistic risk assessment (PRA) is essential for evaluating different options for blast risk management. However, depending on the risk management approach being considered, a rigorous blast PRA study can be quite ...
    Request PDF

    Resilience Evaluation of Seismically Detailed Reinforced Concrete-Block Shear Walls for Blast-Risk Assessment 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mostafa ElSayed; Wael El-Dakhakhni; Michael Tait
    Publisher: American Society of Civil Engineers
    Abstract: The increased demand for resilient infrastructure under accidental or deliberate explosions has resulted in the urgent need to quantify the performance of both existing and new building components under such extreme loading ...
    Request PDF

    Shake Table Seismic Performance Assessment of Auxiliary Battery Power Systems Using the FEMA 461 Protocol 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Ahmed Ghith; Mohamed Ezzeldin; Michael Tait; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: Auxiliary batteries and battery rack systems are widely used as a risk mitigation strategy in several critical facilities to supply power following loss of external power from the grid. Although these systems might fail ...
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    Out-of-Plane Performance of Reinforced Masonry Shear Walls Constructed with Boundary Elements 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Tarek El-Hashimy; Mohamed Ezzeldin; Michael Tait; Wael El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced masonry shear walls with boundary elements have been introduced recently as a seismic force–resisting system as alternative to traditional reinforced masonry shear walls with rectangular cross sections. The ...
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    Behavior of Seismically Detailed Reinforced Concrete Block Shear Walls with Boundary Elements under Out-of-Plane Loading 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Tarek El-Hashimy; Mohamed Ezzeldin; Wael El-Dakhakhni; Michael Tait
    Publisher: ASCE
    Abstract: Although boundary elements have been known to enhance the in-plane performance of reinforced concrete block shear walls under seismic loading, research examining their influence on the walls’ out-of-plane performance ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian