Abstract
The paper outlines a mathematical model describing the vibrations of buildings and engineering structures with general-type passive shock-absorbers, rigid bodies, and ideal constraints. Two modifications of systems with passive shock absorbers are considered assuming constancy of their structure. These systems are studied numerically; the dynamic processes excited in them are compared
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Translated from Prikladnaya Mekhanika, Vol. 43, No. 12, pp. 127–137, December 2007.
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Antonyuk, E.Y., Timokhin, V.V. Dynamic response of objects with shock-absorbers to seismic loads. Int Appl Mech 43, 1411–1419 (2007). https://doi.org/10.1007/s10778-008-0005-6
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DOI: https://doi.org/10.1007/s10778-008-0005-6