A proper and computationally efficient numerical modeling of the nonlinear cyclic flexural behavior of reinforced concrete members is crucial for the assessment of the seismic response of RC framed structures. To mitigate the problem of damage localization and improve the stability of the numerical model. force beam column elements with fiber cross-section and finite length hinges loc... https://parisnaturalfoodes.shop/product-category/pumpkin-pie-spice/