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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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    Evolutionary Polynomial Regression Algorithm Enhanced with a Robust Formulation: Application to Shear Strength Prediction of RC Beams without Stirrups 

    Source: Journal of Computing in Civil Engineering:;2021:;Volume ( 035 ):;issue: 006:;page 04021017-1
    Author(s): Sebastiano Marasco; Alessandra Fiore; Rita Greco; Gian Paolo Cimellaro; Giuseppe Carlo Marano
    Publisher: ASCE
    Abstract: Many classes of engineering problems focus on the process of calibrating mathematical models using observed data. The enormous progress of scientific computation and data-mining techniques has allowed the search for accurate ...
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