A useful tool in the dynamic analysis of structures is the frequency response function, or frf. The frf is a plot of the amplitude and phase-lag of a particular floor of a building as a function of the forcing frequency. The first part of the frf is the plot of amplitude versus frequency. At resonant frequencies, the frf will have a sharp peak. If the damping is high, the the resonant peaks of the frf will be lower and broader. The second part of the frf is the plot of phase-lag versus frequency. At or near the natural frequencies, the phase-lag will be 90 degrees. Between the natural frequencies, the phase-lag will be close to 0 degrees or 180 degrees. An example of a frequency response function for a three-story building model is shown in Figure 9.
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