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    Fuzzy Time-Dependent Reliability Analysis of RC Beams Subject to Pitting Corrosion 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 009
    Author(s): Giuseppe Carlo Marano; Giuseppe Quaranta; Mauro Mezzina
    Publisher: American Society of Civil Engineers
    Abstract: Steel bars pitting corrosion is an electrochemical process that could seriously jeopardize the reliability of reinforced concrete structures. Even if detailed models exist to predict the lifetime of the concrete element ...
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    Genetic-Algorithm-Based Strategies for Dynamic Identification of Nonlinear Systems with Noise-Corrupted Response 

    Source: Journal of Computing in Civil Engineering:;2010:;Volume ( 024 ):;issue: 002
    Author(s): Giorgio Monti; Giuseppe Quaranta; Giuseppe Carlo Marano
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this paper is to investigate efficiency and correctness of different real-coded genetic algorithms and identification criteria in nonlinear system identification within the framework of non-classical ...
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    Evolutionary Polynomial Regression–Based Statistical Determination of the Shear Capacity Equation for Reinforced Concrete Beams without Stirrups 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Alessandra Fiore; Giuseppe Quaranta; Giuseppe Carlo Marano; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: The shear capacity of reinforced concrete (RC) beams without stirrups is an important aspect in designing and assessing frame-type buildings. As a consequence, nearly all design codes provide equations for the evaluation ...
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    Evolutionary Polynomial Regression–Based Statistical Determination of the Shear Capacity Equation for Reinforced Concrete Beams without Stirrups 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Alessandra Fiore; Giuseppe Quaranta; Giuseppe Carlo Marano; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: The shear capacity of reinforced concrete (RC) beams without stirrups is an important aspect in designing and assessing frame-type buildings. As a consequence, nearly all design codes provide equations for the evaluation ...
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    Simplified Lateral-Torsional Buckling Analysis in Special Truss-Reinforced Composite Steel-Concrete Beams 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Francesco Trentadue; Giuseppe Quaranta; Giuseppe Carlo Marano; Giorgio Monti
    Publisher: American Society of Civil Engineers
    Abstract: The paper addresses the lateral-torsional buckling for a special steel truss structure which is adopted to reinforce a particular class of composite steel-concrete beams. The investigated instability phenomenon deals with ...
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