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    Semiactive Tuned Mass Damper for Floor Vibration Control

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Mehdi Setareh
    ,
    John K. Ritchey
    ,
    Thomas M. Murray
    ,
    Jeong-Hoi Koo
    ,
    Mehdi Ahmadian
    DOI: 10.1061/(ASCE)0733-9445(2007)133:2(242)
    Publisher: American Society of Civil Engineers
    Abstract: A semiactive magnetorheological device is used in a pendulum tuned mass damper (PTMD) system to control the excessive vibrations of building floors. This device is called semiactive pendulum tuned mass damper (SAPTMD). Analytical and experimental studies are conducted to compare the performance of the SAPTMD with its equivalent passive counterpart. An equivalent single degree of freedom model for the SAPTMD is developed to derive the equations of motion of the coupled SAPTMD-floor system. A numerical integration technique is used to compute the floor dynamic response, and the optimal design parameters of the SAPTMD are found using an optimization algorithm. Effects of off-tuning due to the variations of the floor mass on the performance of the PTMD and SAPTMD are studied both analytically and experimentally. From this study it can be concluded that for the control laws considered here an optimum SAPTMD performs similarly to its equivalent PTMD, however, it is superior to the PTMD when the floor is subjected to off-tuning due to floor mass variations from sources other than human presence. It is also found that for the case of off-tuning due to floor mass variations from the human occupants when the human-structure dynamic interactions are not considered in the analytical modeling, large inconsistencies between the analytical and experimental results can be expected.
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      Semiactive Tuned Mass Damper for Floor Vibration Control

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34982
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    contributor authorMehdi Setareh
    contributor authorJohn K. Ritchey
    contributor authorThomas M. Murray
    contributor authorJeong-Hoi Koo
    contributor authorMehdi Ahmadian
    date accessioned2017-05-08T21:00:08Z
    date available2017-05-08T21:00:08Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A2%28242%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34982
    description abstractA semiactive magnetorheological device is used in a pendulum tuned mass damper (PTMD) system to control the excessive vibrations of building floors. This device is called semiactive pendulum tuned mass damper (SAPTMD). Analytical and experimental studies are conducted to compare the performance of the SAPTMD with its equivalent passive counterpart. An equivalent single degree of freedom model for the SAPTMD is developed to derive the equations of motion of the coupled SAPTMD-floor system. A numerical integration technique is used to compute the floor dynamic response, and the optimal design parameters of the SAPTMD are found using an optimization algorithm. Effects of off-tuning due to the variations of the floor mass on the performance of the PTMD and SAPTMD are studied both analytically and experimentally. From this study it can be concluded that for the control laws considered here an optimum SAPTMD performs similarly to its equivalent PTMD, however, it is superior to the PTMD when the floor is subjected to off-tuning due to floor mass variations from sources other than human presence. It is also found that for the case of off-tuning due to floor mass variations from the human occupants when the human-structure dynamic interactions are not considered in the analytical modeling, large inconsistencies between the analytical and experimental results can be expected.
    publisherAmerican Society of Civil Engineers
    titleSemiactive Tuned Mass Damper for Floor Vibration Control
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:2(242)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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