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Smart structures withstanding earthquake and high wind haveemerged using complex systems such as Active Mass Driven (AMD) and ActiveVariable Stiffness (AVS) Systems. A simple alternative system is proposed wherea system of auxiliary masses move in a prescribed fashion. The mass translationchanges the dynamic characteristics to render the structure non-resonant during theexternal stimuli. The lower amplitude of vibration of a non-resonant system reducesthe damage and disruption. The dynamic response is modeled by the analysis of acantilever beam with auxiliary masses moving in a prescribed fashion.
N. Shaikh
"Non-resonant systems for adaptive and smart structural control", Proc. SPIE 1777, First European Conference on Smart Structures and Materials, 177723 (1 May 1992); https://doi.org/10.1117/12.2298098
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N. Shaikh, "Non-resonant systems for adaptive and smart structural control," Proc. SPIE 1777, First European Conference on Smart Structures and Materials, 177723 (1 May 1992); https://doi.org/10.1117/12.2298098