Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2016/6731928/figures/6731928.fig.007a.svgz" name="6731928.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Comparison between <svg height="15.2231pt" id="M581" style="vertical-align:-3.181499pt" version="1.1" viewbox="-0.0498162 -12.0416 12.3403 15.2231" width="12.3403pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,.581,-3.014)"><path d="M470 557C393 591 314 624 246 666H224C156 624 76 591 0 557L12 532C86 550 163 573 235 596C309 572 384 550 458 532L470 557Z" id="g119-17"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="470" vert-adv-y="470"></glyph.data></g><g transform="matrix(.013,0,0,-0.013,6.413,-.222)"><path d="M-248 570C-248 598 -269 620 -296 620C-321 620 -343 598 -343 570C-343 544 -321 522 -296 522C-269 522 -248 544 -248 570ZM-80 570C-80 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<div>Comparison between predicted responses by the identified model and the acceleration measurements.</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Identification of Torsionally Coupled Shear Buildings Models Using a Vector Parameterization 