Research Article

Unified Shear-Flexural Model for Vibration Control of Buildings Using Passive Dynamic Absorbers

Table 14

Elastic input energy of interest: Mexico City earthquake of September 19, 1985.

StationCDAFSXVICUMV

Period (s)3.033.443.652.603.443.652.023.443.65
Input energy/mass (m2/s2)6.69862.09641.25060.31860.11500.08850.10830.08970.0682