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