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    Discussion of “<i>Simplified Creep Analysis of Composite Beams with Flexible Connectors</i>” by Luigino Dezi, Carlo Ianni, and Angelo Marcello Tarantino (May, 1993, Vol. 119, No. 5) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Franco Mola
    Publisher: American Society of Civil Engineers
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    Service-Stage Analysis of Curved Composite Steel-Concrete Bridge Beams 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Francesca Giussani; Franco Mola
    Publisher: American Society of Civil Engineers
    Abstract: The long term behavior of composite steel-concrete bridge beams with a circular axis is discussed. The time evolution of strains and stresses arising in the composite section and the main aspects of the structural behavior ...
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    Assessing the Quality Control of Self-Consolidating Concrete Properties 

    Source: Journal of Construction Engineering and Management:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Sara Cattaneo; Franco Mola
    Publisher: American Society of Civil Engineers
    Abstract: The results of a quality-control operation performed on the jobsite of a large volume of ready-mix self-consolidating concrete (SCC) are presented. To test the prerequisites of fresh SCC, three tests (slump flow [SF], ...
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    Displacement Method for the Long-Term Analysis of Steel-Concrete Beams with Flexible Connection 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Francesca Giussani; Franco Mola
    Publisher: American Society of Civil Engineers
    Abstract: The long-term behavior in the service stage of continuous composite steel-concrete beams with deformable connectors subjected to uniaxial bending and axial load is presented. The problem is dealt with by recurring to the ...
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