Abstract
In this paper, existing damping theories are briefly reviewed. On the basis of the existing damping theories, a new kind of damping theory, i.e., the time-delay damping theory, is developed. In the time-delay damping theory, the damping force is considered to be directly proportional to the increment of displacement. The response analysis of an SDOF time-delay damping system is carried out, and the methods for obtaining the solution for a time-delay damping system in the time domain as well as the frequency domain are given. The comparison between results from different damping theories shows that the time-delay damping theory is both reasonable and convenient.
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Supported by: Key Project in Ninth Five-Year Plan of China Seismoligcal Bureau
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Hong, F. Time-delay damping theory. Earthq. Engin. Engin. Vib. 1, 303–309 (2002). https://doi.org/10.1007/s11803-002-0075-0
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DOI: https://doi.org/10.1007/s11803-002-0075-0