Abstract The structural behaviour of hybrid reinforced concrete beams trapezoidal section was investigated in this work. main aim study to investigate the interaction effect compressive strength–section geometry variations on beam strength characteristics. experimental programme included fourteen simply supported deep being prepared and examined under a four-point load setting protocol. All spe...

A new shear strength determination of reinforced concrete (RC) deep beams was proposed by using a statistical approach. The Bayesian–MCMC (Markov Chain Monte Carlo) method introduced to establish prediction model and improve seven existing deterministic models with database 645 experimental data. bias correction terms were described key explanatory identified systematic removal process. Conside...