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    Improving the Wind Stability of Suspension Bridges during Construction 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author(s): Diego Cobo del Arco; Angel C. Aparicio
    Publisher: American Society of Civil Engineers
    Abstract: The wind stability of suspension bridges in the construction phase can often be more problematic than in the final state. In this paper, numerical wind stability analyses are performed for the erection process of both ...
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    Improving Suspension Bridge Wind Stability with Aerodynamic Appendages 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Diego Cobo del Arco; Ángel C. Aparicio
    Publisher: American Society of Civil Engineers
    Abstract: The influence of aerodynamic appendages on the wind stability of box-girder suspension bridges is examined, with special reference to the stability of bridges with very long spans (above 2,000 m). Aerodynamic appendages ...
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    Preliminary Design of Prestressed Concrete Stress Ribbon Bridge 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 004
    Author(s): Diego Cobo del Arco; Ángel C. Aparicio; Antonio R. Maŕı
    Publisher: American Society of Civil Engineers
    Abstract: A stress ribbon bridge is a very slender structure in which the deck hangs in a suspended cablelike form. The structural response of this kind of structure is complex because of the combined effects of geometric nonlinearity, ...
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    Interface Behavior in Fiber-Reinforced Polymer-Strengthened Beams Subjected to Transverse Loads: Maximum Transferred Force 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
    Author(s): Eva Oller Ibars; Diego Cobo del Arco; Antonio R. Marí Bernat
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results of externally bonded strengthened beams, available to date in the literature, have shown the existence of some types of brittle failures that involve the premature laminate debonding before reaching ...
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    Design Proposal to Avoid Peeling Failure in FRP-Strengthened Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 005
    Author(s): Eva Oller Ibars; Diego Cobo del Arco; Antonio R. Marí Bernat
    Publisher: American Society of Civil Engineers
    Abstract: According to the available experimental work, the most common failure in existing structures strengthened by plate bonding is the laminate peeling off. In the last few years, an important effort in the development of ...
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