21 Evaluation of Mass-Spring-Damper Models for Dynamic Interaction Between Walking Humans and Civil Structures 175 Fig. 21.5 Comparison of 1-second RMS of simulated and measured vibration responses for pacing frequencies (a) 1.9 Hz and (b) 2.05Hz Fig. 21.6 Cumulative distribution function of vibration responses for TS1 using the model MF-Sh for pacing frequencies (a) 1.90 Hz and (b) 2.05Hz
RkJQdWJsaXNoZXIy MTMzNzEzMQ==