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    Methods for Creep Analysis of Thin-Walled Precast Prestressed Concrete Beams 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Marco Andrea Pisani
    Publisher: American Society of Civil Engineers
    Abstract: This article deals with the behavior under service loads of thin-walled, precast, prestressed beams that are frequently used to build floors and roofs of shopping centers, industrial buildings, and warehouses. Because of ...
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    Numerical Analysis of Continuous Beams Prestressed with External Tendons 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
    Author(s): Marco Andrea Pisani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical model conceived to simulate the behavior up to collapse of continuous concrete beams prestressed with bonded or external tendons. Its most valuable feature is the ability to automatically ...
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    General Analytical Model for the Bond Capacity of NSM FRP-Concrete Joints 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
    Author(s): Tommaso D’Antino; Marco Andrea Pisani
    Publisher: ASCE
    Abstract: Fiber-reinforced polymer (FRP) near-surface mounted (NSM) reinforcement represents an effective solution for strengthening and retrofitting existing concrete structures. As it is embedded into concrete, NSM reinforcement ...
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    Behavior of Nonlinearly Restrained Slender Bridge Piers 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 003
    Author(s): Giuseppe Mancini; Francesco Martinez y Cabrera; Marco Andrea Pisani; Antonino Recupero
    Publisher: American Society of Civil Engineers
    Abstract: The load-carrying capacity of slender reinforced concrete piers depends on the horizontal retaining forces exerted by the bridge deck. The magnitude of these forces is a function of the behavior of the restraints connecting ...
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