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Shock and Vibration
/
2020
/
Article
/
Tab 14
/
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.
Station
CDAF
SXVI
CUMV
Period (s)
3.03
3.44
3.65
2.60
3.44
3.65
2.02
3.44
3.65
Input energy/mass (m
2
/s
2
)
6.6986
2.0964
1.2506
0.3186
0.1150
0.0885
0.1083
0.0897
0.0682