tA new design equation is proposed for the prediction of shear strength of reinforced concrete (RC) beamswithout stirrups using an innovative linear genetic programming methodology. The shear strength wasformulated in terms of several effective...

In this study, a new empirical model was developed to predict the secant soil deformation modulus (Es) using linear genetic programming (LGP). The best LGP model was selected after developing and controlling several models with different...

the field tests. To cope with this issue, this paper presents the

development of a new prediction model for the pressuremeter soil deformation modulus utilizing a

linear genetic programming (LGP) methodology. The LGP model relates the soil...