The seismic response data regarding the isolation and non-isolation of twin-tower shear-wall structures with an enlarged basement

The examination of both the isolated and non-isolated version of a twin-tower shear-wall structure with an enlarged basement under fortification-level seismic events will yield valuable findings regarding the highest levels of story acceleration, maximum story drift, and story shear force experienced in both horizontal directions. Furthermore, the response spectrum method is employed for the non-isolated structure, while both the response spectrum method and time-history analysis are utilized for the isolated structure.