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    Bridge Embankments. II: Seismic Risk for I-24 in Kentucky 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 003
    Author(s): W. A. Zatar; I. E. Harik
    Publisher: American Society of Civil Engineers
    Abstract: Soil types and depth of bedrock are not available for the majority of bridge embankments to allow detailed seismic analysis and risk assessment. The accompanying paper provides a quick methodology for preliminary seismic ...
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    Bridge Embankments. I: Seismic Risk Assessment and Ranking 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 003
    Author(s): W. A. Zatar; I. E. Harik; K. G. Sutterer; A. Dodds
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to provide a simple methodology to conduct preliminary seismic assessment and ranking of bridge embankments in order to identify and prioritize embankments that are susceptible to failure. A ...
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    Barrier Wall Impact Simulation of Reinforced Concrete Decks with Steel and Glass Fiber Reinforced Polymer Bars 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 004
    Author(s): D. H. Deitz; I. E. Harik; H. Gesund; W. A. Zatar
    Publisher: American Society of Civil Engineers
    Abstract: Many experimental studies have been performed to evaluate the behavior of noncorroding glass fiber reinforced polymer (GFRP) rebars in reinforced concrete (RC) flexural members. Relatively few studies have focused on the ...
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