[1]University Mouloud Mammeri of Tizi-Ouzou;
15000;
Algeria;
[1]University Mouloud Mammeri of Tizi-Ouzou;
15000;
Algeria;
[1]University Mouloud Mammeri of Tizi-Ouzou;
15000;
Algeria;
numerical modeling; column and beam; nonlinear analysis; fibers; pious; reinforcement; 3D formulation; response load-deflection;