Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2015/627852/figures/627852.fig.005a.svgz" name="627852.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Fourth floor</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2015/627852/figures/627852.fig.005b.svgz" name="627852.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Eighth floor</td></tr></table>

<div>Comparison of the magnitude of frequency response functions (accelerances) for the fourth and eighth floor accelerations.</div>

Shock and Vibration

fig5

Figure 5

Figure 5: Modal Parameters Estimation of Building Structures from Vibration Test Data Using Observability Measurement 