Research Article
Vibration Effects of Nonclassically Damped Building-Piping Systems Subjected to Extreme Loads
Figure 10
Acceleration time histories with different frequencies in classically and nonclassically damped coupled building-piping systems.
(a) = 0.95 |
(b) = 0.99 |
(c) = 1.00 |
(d) = 1.01 |
(e) = 1.05 |