Base de datos que contiene los resultados de múltiples ensayos de muros realizados en el Laboratorio de Estructuras del Departamento de Ingeniería Estructural y Geotécnica.

RC structural slender walls under large seismic excitation are expected to reach base moment capacity mainly affected by the first vibration mode. However, the base shear could be affected by higher modes once yielding in ...

The research presented in this paper investigates the influence of varying load-displacement shape on the computed FEMA P-695 seismic performance metrics including collapse margin ratio (CMR) for a subset of the woodframe ...

The development of an analytical model to predict the inelastic seismic response of reinforced concrete shear-wall buildings, including both the flexural and shear failure modes is presented. The use of shear-wall buildings ...

The level of existing research, as well as current code provisions and modeling approaches, are not adequate to characterize the behavior of squat reinforced concrete walls with shear - controlled responses. In this study, ...