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    Distributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 003
    Author:
    Tat S. Fu
    ,
    Erik A. Johnson
    DOI: 10.1061/(ASCE)EM.1943-7889.0000211
    Publisher: American Society of Civil Engineers
    Abstract: The writers recently proposed a new type of mass damper system to integrate structural and environmental control systems for buildings. External shading fins are used as mass dampers such that they can (1) control building energy consumption by adjusting the fins and, thus, the amount of sunlight entering the building; and (2) control structural movements by dissipating energy with the dampers during strong motions. Because shading fins are placed along the height of the building, the mass dampers are distributed along the building height instead of concentrated in one or a few locations like traditional tuned mass dampers (TMDs). The distributed mass damper (DMD) system is formulated and simulated for earthquake motions. Optimization is performed on damper parameters (i.e., masses, stiffness, and damping coefficients) of the passive DMD system to minimize structural responses. A near-optimal DMD system outperforms a single TMD system. The movable shading fins are also briefly discussed; they show a substantial savings in building energy consumption.
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      Distributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60669
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    contributor authorTat S. Fu
    contributor authorErik A. Johnson
    date accessioned2017-05-08T21:43:26Z
    date available2017-05-08T21:43:26Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29em%2E1943-7889%2E0000220.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60669
    description abstractThe writers recently proposed a new type of mass damper system to integrate structural and environmental control systems for buildings. External shading fins are used as mass dampers such that they can (1) control building energy consumption by adjusting the fins and, thus, the amount of sunlight entering the building; and (2) control structural movements by dissipating energy with the dampers during strong motions. Because shading fins are placed along the height of the building, the mass dampers are distributed along the building height instead of concentrated in one or a few locations like traditional tuned mass dampers (TMDs). The distributed mass damper (DMD) system is formulated and simulated for earthquake motions. Optimization is performed on damper parameters (i.e., masses, stiffness, and damping coefficients) of the passive DMD system to minimize structural responses. A near-optimal DMD system outperforms a single TMD system. The movable shading fins are also briefly discussed; they show a substantial savings in building energy consumption.
    publisherAmerican Society of Civil Engineers
    titleDistributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000211
    treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 003
    contenttypeFulltext
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