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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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