Cited by 16Vibration Control and Rheological FluidsSeismic and Structural Analysis of Tall BuildingsAeroelasticity and Vibration Control

The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.

Active Control for a Distributed Mass Damper System

Fu, Tat S., Johnson, Erik A.·2014·Journal of Engineering Mechanics

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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Crossref · 10.1061/(asce)em.1943-7889.0000650

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Research works printed but not linked: 15

  1. 10.1002/eqe.4290230802 · DOI · Paper page
  2. Bergman L. A. McFarland D. M. Hall J. K. Johnson E. A. and Kareem A. (1989). “Optimal distribution of tuned mass dampers in wind-sensitive structures.” Proc. 5th Int. Conf. on Structural Safety and Reliability ASCE New York 95–102.
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  8. Lund R. A., 1979, Structural control, 459
  9. Moon K. S., 2010, Vertically distributed multiple tuned mass dampers in tall buildings: Performance analysis and preliminary design, Struct. Des. Tall Spec. Build., 19, 347, 10.1002/tal.499 · DOI · Paper page
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  11. Sae-Ung S., 1978, Active control of building structures, J. Engrg. Mech. Div., 104, 335, 10.1061/JMCEA3.0002335 · DOI
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  15. 10.1115/1.1855929 · DOI

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Metadata

Authors
Fu, T. S., & Johnson, E. A.
Affiliations
  • University of New Hampshire (US)
  • University of Southern California (US)
Venue
Journal of Engineering Mechanics
Published
2014-02
Volume
140
Issue
2
Pages
426-429
ISSN
  • 0733-9399 (ISSN-L)
  • 1943-7889
OpenAlex
W2053807725
Cited by
16
References
2
Citations by year
2025: 1 · 2024: 1 · 2022: 1 · 2021: 1 · 2020: 4 · 2019: 2 · 2018: 2 · 2017: 2 · 2016: 2
FWCI
1.45
Type
journal article
Language
en
Open access
closed
Locations
Journal of Engineering Mechanics (publishedVersion)
Funders
National Science Foundation
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
  • Physical Sciences › Engineering › Aerospace Engineering › Aeroelasticity and Vibration Control
Keywords
active control, linear quadratic regulator, tuned mass damper, building energy efficiency, shear structures

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