Home > ITAM Library > Papers > Non-linear static analysis (Push-over) and inelastic analysis of 3-story, 6-story, 9-story and 17-story RC buildings of ductile frames designed in Mexico City for different permissible lateral deformation levels
Non-linear static analysis (Push-over) and inelastic analysis of 3-story, 6-story, 9-story and 17-story RC buildings of ductile frames designed in Mexico City for different permissible lateral deformation levels