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    Blast Design-Basis Threat Uncertainty and Its Effects on Probabilistic Risk Assessment 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 004
    Author(s): M. Campidelli; W. W. El-Dakhakhni; M. J. Tait; W. Mekky
    Publisher: American Society of Civil Engineers
    Abstract: At present, the deterministic approach to blast-resistant design appears to be the prevalent philosophy in practice, as suggested by the notion of design-basis threat (DBT) outlined by the ASCE/SEI 59-11. In this study, ...
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    Validity of SDOF Models for Analyzing Two-Way Reinforced Concrete Panels under Blast Loading 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 004
    Author(s): W. W. El-Dakhakhni; W. F. Mekky; S. H. Changiz Rezaei
    Publisher: American Society of Civil Engineers
    Abstract: The combined manual
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    Vulnerability Screening and Capacity Assessment of Reinforced Concrete Columns Subjected to Blast 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 005
    Author(s): W. W. El-Dakhakhni; W. F. Mekky; S. H. Changiz-Rezaei
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a nonlinear model is developed to study the response of blast-loaded reinforced concrete (RC) columns. The strain rate dependency and the axial load and
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    Inference of Blast Wavefront Parameter Uncertainty for Probabilistic Risk Assessment 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): M. Campidelli; M. J. Tait; W. W. El-Dakhakhni; W. Mekky
    Publisher: American Society of Civil Engineers
    Abstract: Probabilistic risk assessment methodologies are typically employed to optimize resource allocations for blast risk mitigation schemes, which may be necessary for the design of new blast resistant facilities as well as the ...
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