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    Active Control for a Distributed Mass Damper System

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Tat S.
    ,
    Fu
    ,
    Erik A.
    ,
    Johnson
    DOI: 10.1061/(ASCE)EM.1943-7889.0000650
    Publisher: American Society of Civil Engineers
    Abstract: Recent developments of a distributed mass damper (DMD) system integrate structural and environmental control systems for buildings. This system simultaneously improves building safety and sustainability by using external shading fins as mass dampers, controlling the amount of sunlight coming into the building for energy efficiency, and reducing structural movements during strong motions. Unlike traditional mass dampers, which are usually placed at the tops of structures, the shading fin mass dampers (SFMDs) are distributed throughout structures because fins are placed along the entire heights of buildings. A recent paper by the authors shows that the passive DMD system is as effective in response mitigation as a conventional tuned mass damper (TMD). In this paper, active control strategies for mass damper control are analyzed and simulated to show further response reductions. Nonpassive controls are of interest for the SFMD system because actuators are already needed to control the positions of the shading fins to affect sunlight for energy efficiency. Several active control strategies [linear quadratic regulator (LQR)-based] are compared with an optimal passive strategy. A 20-story shear structure with 20 DMDs is used as a testbed for active control. The results illustrate that the active DMD system can outperform conventional active systems (e.g., a fully active system and a single active mass damper system) while using a similar level of control forces.
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      Active Control for a Distributed Mass Damper System

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    contributor authorTat S.
    contributor authorFu
    contributor authorErik A.
    contributor authorJohnson
    date accessioned2017-05-08T21:44:21Z
    date available2017-05-08T21:44:21Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29em%2E1943-7889%2E0000661.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61143
    description abstractRecent developments of a distributed mass damper (DMD) system integrate structural and environmental control systems for buildings. This system simultaneously improves building safety and sustainability by using external shading fins as mass dampers, controlling the amount of sunlight coming into the building for energy efficiency, and reducing structural movements during strong motions. Unlike traditional mass dampers, which are usually placed at the tops of structures, the shading fin mass dampers (SFMDs) are distributed throughout structures because fins are placed along the entire heights of buildings. A recent paper by the authors shows that the passive DMD system is as effective in response mitigation as a conventional tuned mass damper (TMD). In this paper, active control strategies for mass damper control are analyzed and simulated to show further response reductions. Nonpassive controls are of interest for the SFMD system because actuators are already needed to control the positions of the shading fins to affect sunlight for energy efficiency. Several active control strategies [linear quadratic regulator (LQR)-based] are compared with an optimal passive strategy. A 20-story shear structure with 20 DMDs is used as a testbed for active control. The results illustrate that the active DMD system can outperform conventional active systems (e.g., a fully active system and a single active mass damper system) while using a similar level of control forces.
    publisherAmerican Society of Civil Engineers
    titleActive Control for a Distributed Mass Damper System
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000650
    treeJournal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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