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C. Adam, R. Heuer, A. Pirrotta:
"Experimental dynamic analysis of elastic-plastic shear frames with secondary structures";
Experimental Mechanics, 43 (2003), 124 - 130.

Various experimental models are developed to study the influence of lightweight secondary substructures on the dynamic response of elastic and elastic-plastic shear frames. Small-scale two-story model frames, with an elastic SDOF secondary structure attached, are considered for sinusoidal and random in-plane support excitation. Both elastic and elastic-plastic responses are recorded varying the material properties of the columns of a distinguished floor. Parametric studies are performed by varying the secondary structure's fundamental frequency and damping. Experimental results are compared with those obtained by computational simulations. Experimental and numerical results are in excellent agreement, however, they show that the material properties have to be determined very carefully. The statistic response of randomly excited elastic-plastic structures is not much affected from the motion of tuned secondary structures. However, this dynamic behavior is not true for elastic main structures. In this case an optimally tuned secondary structure decreases the structural response up to 25%.

Various experimental models are developed to study the influence of lightweight secondary substructures on the dynamic response of elastic and elastic-plastic shear frames. Small-scale two-story model frames, with an elastic SDOF secondary structure attached, are considered for sinusoidal and random in-plane support excitation. Both elastic and elastic-plastic responses are recorded varying the material properties of the columns of a distinguished floor. Parametric studies are performed by varying the secondary structure's fundamental frequency and damping. Experimental results are compared with those obtained by computational simulations. Experimental and numerical results are in excellent agreement, however, they show that the material properties have to be determined very carefully. The statistic response of randomly excited elastic-plastic structures is not much affected from the motion of tuned secondary structures. However, this dynamic behavior is not true for elastic main structures. In this case an optimally tuned secondary structure decreases the structural response up to 25%.

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