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contributor authorMehdi Setareh
contributor authorJohn K. Ritchey
contributor authorAnthony J. Baxter
contributor authorThomas M. Murray
date accessioned2017-05-08T21:15:11Z
date available2017-05-08T21:15:11Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290887-3828%282006%2920%3A1%2864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44424
description abstractThis paper presents the results of the analytical and experimental studies of a pendulum tuned mass damper (PTMD) to control excessive floor vibrations due to human movements. The PTMD used in this study acts as a passive tuned mass damper. An equivalent single-degree-of-freedom model for the PTMD is developed and used to derive the equations of motion of the coupled PTMD-floor system. The optimal design parameters of the PTMD are found using an optimization algorithm. Effects of off-tuning of the PTMD due to the variations in the floor mass on its response are investigated. Results of the tuning of the PTMD on a laboratory test floor are presented along with the off-tuning effects. These results indicate that a properly tuned PTMD can significantly reduce the excessive floor vibrations. In addition, when subjected to off-tuning due to variations in the floor live load the PTMD may or may not be able to perform effectively depending on the level of human-structure dynamic interactions. Finally, examples of the PTMD already in use to control excessive floor vibrations are presented.
publisherAmerican Society of Civil Engineers
titlePendulum Tuned Mass Dampers for Floor Vibration Control
typeJournal Paper
journal volume20
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2006)20:1(64)
treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
contenttypeFulltext


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