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    Discussion of “<i>Limit State Probabilities for Wood Structural Members</i>” by Erik M. Hendrickson, Bruce Ellingwood, and Joseph Murphy (January, 1987, Vol. 113, No. 1) 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Bilal M. Ayyub
    Publisher: American Society of Civil Engineers
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    Practical Resilience Metrics for Planning, Design, and Decision Making 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 003
    Author(s): Bilal M. Ayyub
    Publisher: American Society of Civil Engineers
    Abstract: Natural disasters in 2011 alone resulted in $366 billion (2011 US$) in direct damages and 29,782 fatalities worldwide. Storms and floods accounted for up to 70% of the 302 natural disasters worldwide, with earthquakes ...
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    Introduction to the Aims and Scope of the Journal 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 001
    Author(s): Bilal M. Ayyub
    Publisher: American Society of Civil Engineers
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    Electricity System Assessment and Adaptation to Rising Temperatures in a Changing Climate Using Washington Metro Area as a Case Study 

    Source: Journal of Infrastructure Systems:;2020:;Volume ( 026 ):;issue: 002
    Author(s): Yating Zhang; Bilal M. Ayyub
    Publisher: ASCE
    Abstract: Increasing temperatures due to global climate change and the urban heat island effect pose a rising threat to the reliability and security of energy systems. To support climate preparedness and resilience planning for the ...
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    Time-Dependent Resilience of Repairable Structures Subjected to Nonstationary Load and Deterioration for Analysis and Design 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022021
    Author(s): Cao Wang; Bilal M. Ayyub
    Publisher: ASCE
    Abstract: Civil structures and infrastructures are often subjected by design to the impacts of natural and human-caused hazardous events, and accordingly may suffer from damages, functionality loss, and failure. In order to ...
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    Practical Structural Reliability Techniques 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Bilal M. Ayyub; Achintya Haldar
    Publisher: American Society of Civil Engineers
    Abstract: Commonly‐used structural reliability models are reviewed, and the advantages and limitations of each method are discussed with the help of a practical example. A pressure vessel is designed against wind loading. This example ...
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    Sustainability Quantification and Valuation. II: Probabilistic Framework and Metrics for Sustainable Construction 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 003
    Author(s): David Webb; Bilal M. Ayyub
    Publisher: American Society of Civil Engineers
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    Sustainability Quantification and Valuation. I: Definitions, Metrics, and Valuations for Decision Making 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 003
    Author(s): David Webb; Bilal M. Ayyub
    Publisher: American Society of Civil Engineers
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    A Reliability-Based Expression of ASME B&amp;PV Code Equation (11) for Class 2 and 3 Nuclear Pipes 

    Source: Journal of Pressure Vessel Technology:;2010:;volume( 132 ):;issue: 005:;page 54502
    Author(s): Kleio Avrithi; Bilal M. Ayyub
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Previous research provided a reliability-based approach for the low-cycle fatigue design of Class 2 and 3 nuclear pipes. Reliability-based equations incorporate a threshold for the piping reliability ...
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    Posttensioned Trusses: Reliability and Redundancy 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Bilal M. Ayyub; Ahmed Ibrahim
    Publisher: American Society of Civil Engineers
    Abstract: This study demonstrates the potential of posttensioning truss bridges. Posttensioning deficient truss bridges using different posttensioning tendon layouts can be a cost‐effective method to strengthen them and to increase ...
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