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    Assessment of Ductility Measures of Prestressed Concrete Flexural Members: Application to Hybrid Steel–FRP Systems 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001:;page 04024081-1
    Author(s): Adi Obeidah; Wassim Nasreddine; Mohamed Harajli; Hani Nassif
    Publisher: American Society of Civil Engineers
    Abstract: Ductility is an important structural design characteristic for ensuring that any overloaded structural member or structure shows visible warnings of an incipient or impeding failure through large deformations and/or excessive ...
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    Early-Age Cracking in High Performance Concrete Decks of a Curved Steel Girder Bridge 

    Source: Journal of Aerospace Engineering:;2017:;Volume ( 030 ):;issue: 002
    Author(s): Ye Xia; Hani Nassif; Dan Su
    Publisher: American Society of Civil Engineers
    Abstract: Highway flyover bridges in New Jersey experienced extensive early-age cracking on the high performance concrete deck recently. There were transverse cracks observed predominantly in the positive moment regions and spider ...
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    Impact of Heavy Freight Railcar on the Remaining Fatigue Life of Centenarian Railway Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Peng Lou; Hani Nassif; Dan Su
    Publisher: American Society of Civil Engineers
    Abstract: Transit agencies own and operate thousands of bridge structures subjected to repetitive train loading. The majority of these bridges were built at the turn of the century and many have exceeded their theoretical fatigue ...
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    Optimization of Deck Construction Staging for Multiple-Span Continuous Steel Girder Bridge 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 001
    Author(s): Dan Su; Hani Nassif; Ye Xia
    Publisher: American Society of Civil Engineers
    Abstract: Cracking in concrete deck has been the major concern to bridge designers as well as owners. Excessive cracking not only would affect the performance and serviceability of the bridge but also reduce the service life of the ...
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    Evaluation of Laminated Circular Elastomeric Bearings 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author(s): Husam Najm; Raxit Patel; Hani Nassif
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the behavior and performance of laminated circular elastomeric bearings and compares them to those of square and rectangular bearings. The study included an experimental evaluation and a nationwide ...
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    Effect of Truck Loads on Bridges 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Andrzej S. Nowak; Hani Nassif; Leo DeFrain
    Publisher: American Society of Civil Engineers
    Abstract: This paper determines the truck‐load spectra for highway bridges. The weigh‐in‐motion data was collected at weigh stations located on Highways I‐75 and I‐94. The total number of trucks considered in this study is over ...
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    Assessing the Costs and Benefits of Green Infrastructure Plans Using Agent-Based Modeling and Scenario Analysis: Evaluating Social and Economic Values 

    Source: Journal of Urban Planning and Development:;2024:;Volume ( 150 ):;issue: 004:;page 04024050-1
    Author(s): Yasser Jezzini; Rayan H. Assaad; Michel Boufadel; Hani Nassif
    Publisher: American Society of Civil Engineers
    Abstract: While green infrastructures (GIs) are used to address urban flooding and stormwater runoff and enhance sustainability, their implementation faces challenges such as limited funding and competing priorities. Existing studies ...
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