Journal
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING
Volume 25, Issue 1, Pages 69-75Publisher
WILEY-BLACKWELL PUBLISHING, INC
DOI: 10.1111/j.1467-8667.2009.00607.x
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Funding
- Ministry of Education
- National Science Council of the Republic of China
- ATU
- NSC [90-2625-Z-005-007]
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This article deals with the applicability of passive tuned mass damper (PTMD) for reducing the dynamic responses of structures under near-fault earthquake excitations. Three types of pulse-like time functions are employed to simulate the near-fault ground motion. The vibration control effectiveness of PTMDs is extensively investigated through the comparisons of response spectrum and response time histories of a structure with and without PTMDs. To suppress structural peak responses, an initial velocity is applied to the PTMD to accelerate its motion. Numerical studies show that the more cycles of a pulse are contained in the ground motion, the more useful a PTMD becomes in reducing the peak structural responses.
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