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This paper deals with the application of tuned mass dampers (TMD) for earthquake response reduction of multistory structures. Highly resonant response due to the narrow-banded strong ground motion record of the 1985 Mexico earthquake is reduced significantly when TMDs are included into the structures. On the other hand, response to wide-banded strong motion records is reduced only moderately.

Effects of Tuned Mass Dampers to Local Site Dependent Earthquake Ground Motions