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    Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002:;page 04023115-1
    Author(s): Omar A. Sediek; Ihab S. Dawrish; Zack Hanna
    Publisher: ASCE
    Abstract: Accelerated bridge construction (ABC) has been widely used in the United States since the late 1990s following a national ABC initiative by the Transportation Research Board (TRB) in 1996. The press-brake-formed tub girder ...
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    Dynamic Modeling of In-Event Interdependencies in Community Resilience 

    Source: Natural Hazards Review:;2020:;Volume ( 021 ):;issue: 004
    Author(s): Omar A. Sediek; Sherif El-Tawil; Jason McCormick
    Publisher: ASCE
    Abstract: A simulation-based model designed to conduct in-event simulation for the assessment and quantification of seismic resilience of communities is presented. The proposed simulation approach employs a dynamic analysis that ...
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    Modeling Interdependencies between the Building Portfolio, Transportation Network, and Healthcare System in Community Resilience 

    Source: Natural Hazards Review:;2021:;Volume ( 023 ):;issue: 001:;page 04021060
    Author(s): Omar A. Sediek; Sherif El-Tawil; Jason McCormick
    Publisher: ASCE
    Abstract: A community resilience model that takes into account the mutual interdependencies between the building portfolio, transportation network, and healthcare system both during and after a seismic event is presented. The model ...
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    Integrating Household Decisions in Quantifying the Seismic Resilience of Communities Subjected to a Sequence of Earthquakes 

    Source: Natural Hazards Review:;2022:;Volume ( 023 ):;issue: 002:;page 04022003
    Author(s): Omar A. Sediek; Sherif El-Tawil; Jason McCormick
    Publisher: ASCE
    Abstract: A distributed simulation model is presented that integrates post-earthquake household decisions into quantifying the seismic resilience of communities subjected to a sequence of earthquakes. A simple multi-attribute rating ...
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    Seismic Debris Field for Collapsed RC Moment Resisting Frame Buildings 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021045-1
    Author(s): Omar A. Sediek; Sherif El-Tawil; Jason McCormick
    Publisher: ASCE
    Abstract: The debris field of earthquake-induced building collapse can block or reduce the capacity of adjacent sidewalks and roads, hinder emergency and evacuation operations, and therefore adversely influence the seismic resilience ...
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    A Decision Support Methodology for Seismic Design Requirements of Buildings to Achieve Community-Level Resilience Metrics 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003:;page 04024038-1
    Author(s): Omar A. Sediek; Milad Roohi; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Communities can face devastation from earthquakes, including loss of lives, destruction of infrastructure, and damage to buildings. By implementing rigorous standards, communities can ensure that both new and existing ...
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    Measurement, Characterization, and Modeling of Initial Geometric Imperfections in Wide-Flange Steel Members Subjected to Combined Axial and Cyclic Lateral Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021120-1
    Author(s): Omar A. Sediek; Tung-Yu Wu; Ting-Hao Chang; Jason McCormick; Sherif El-Tawil
    Publisher: ASCE
    Abstract: Wide-flange (W-shape) steel members are known to have initial geometric imperfections. A three-dimensional noncontact laser-scanning technique is used to measure the imperfection fields in fourteen specimens. A spectral ...
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    Collapse Behavior of Hollow Structural Section Columns under Combined Axial and Lateral Loading 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Omar A. Sediek; T.-Y. Wu; Jason McCormick; Sherif El-Tawil
    Publisher: ASCE
    Abstract: Hollow structural sections (HSS) are used as columns in frame systems because of their ability to efficiently resist multiaxial loads. While the majority of previous studies of special moment frames (SMFs) focused on wide ...
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