Evaluation of local and global ductility relationships for seismic assessment of regular masonry-infilled reinforced concrete frames using a coefficient-based method

Irregularity of the Distribution of Masonry Infill Panels and Its Effect on the Seismic Collapse of Reinforced Concrete Buildings

“…It was detected in this work that the computational models reviewed to date could not be considered appropriate to carry out the conventional evaluation of the capacity of this type of structure, especially due to their numerical instability [22]. In [23], the aspects that influence the seismic response of masonry structures were studied and determined using pushover analysis, especially for cases that can be classified as exhibiting soft-floor behavior:…”