Base isolation is currently acknowledged as an effective strategy for controlling the seismic response of buildings. However, its implementation is usually limited to buildings considered essential or vital to society, resulting in these systems being rarely regarded as a feasible structural option. This study examines the impact of a base isolation system on the seismic response of a six-story building situated in a moderately seismic zone. Parameters such as floor drift and shear force demand were assessed to quantify the seismic response. These aspects are not only associated with potential damage but also play a critical role in predicting the initial construction cost. Additionally, these parameters are used as design criteria in building codes and regulations.
Abstract Base isolation is currently acknowledged as an effective strategy for controlling the seismic response of buildings. However, its implementation is usually limited to buildings [...]
Seismic behavior of a six-story reinforced concrete building with base isolation in the City of Morelia 
