Análisis Sísmico de Pórticos de Hormigón Armado. Una Revisión de Estrategias ára su Modelado Numérico

Abstract

Numerical modeling of reinforced concrete frames for seismic response analysis is treated. The different discretizatrion levels that can be used in the idealization are described. A review is made of numerical models developed for representing the constitutive relationships as well as the structural elements. Finally a reference is made to some computer programs for the seismic analysis of reinforced concrete frames.