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    Fatigue Performance of Modular Bridge Expansion Joints 

    Source: Journal of Performance of Constructed Facilities:;2003:;Volume ( 017 ):;issue: 004
    Author(s): Roberto Crocetti; Bo Edlund
    Publisher: American Society of Civil Engineers
    Abstract: Several premature fatigue failures of modular bridge expansion joints have occurred in Europe and the United States. The principal causes of such failures have been poor detailing (for instance, choice of fillet welds ...
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    End-Warping Bracings during the Construction of Steel Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Hassan Mehri; Roberto Crocetti
    Publisher: American Society of Civil Engineers
    Abstract: Slight bracing of steel bridges to control end warping of the compression flanges near the end supports can be very effective in enhancing the load-carrying capacity of the main girders that are involved. Relatively little ...
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    Effects of Geometric Imperfections on the Bracing Performance of Cross Beams during Construction of Composite Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 001
    Author(s): Hassan Mehri; Roberto Crocetti; Joseph A. Yura
    Publisher: American Society of Civil Engineers
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    Structural Timber System for Medium-to-Long Spans: The HB System Revisited 

    Source: Journal of Architectural Engineering:;2024:;Volume ( 030 ):;issue: 002:;page 04024008-1
    Author(s): Sami Pajunen; Roberto Crocetti; Xan Browne
    Publisher: ASCE
    Abstract: The evolution of long-span timber structures during the last centuries has been driven by technological developments that are associated with materials, joints, and manufacturing. Many extraordinary structural solutions ...
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