The DOI matches its Crossref record.
Adaptive fuzzy controller for active tuned mass damper of a benchmark tall building subjected to seismic and wind loads
Abstract
SUMMARY: Active tuned mass dampers (ATMDs) are one of the most effective solutions for mitigation of destructive effects of earthquakes and strong winds in tall buildings. In order to achieve optimal performance, these systems are designed and tuned to mitigate effect of either wind or earthquake excitation. However, due to different frequency contents and intensities of wind and earthquake excitations, which will cause contrasting structural modes stimulation, the ATMD designed for one of these disturbances may not work optimally for the other one. This paper addresses a methodological simulation approach for adaptive control design of ATMDs in tall buildings located in regions with high level of seismic activity and recurrent strong winds. For this purpose, a multi‐objective adaptive genetic‐fuzzy controller is proposed for the control of an ATMD of a benchmark 76‐story building subjected to wind load and earthquake disturbances. Simulation results reveal that the optimal ATMD designed for earthquake disturbance does not work adequately for wind load disturbance and vice versa. Furthermore, the proposed adaptive controller has superior performance in suppressing base shear and inter‐story drifts induced by wind load and earthquake excitations. Copyright © 2013 John Wiley & Sons, Ltd.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
In the citing paper
“Soleymani and Khodadadi [33] introduced an ATMD for vibration control of a 76-story building under both seismic and wind motions.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [33]
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 40
- 10.2495/ERES090171 · DOI
- 10.1177/1077546308091206 · DOI
- 10.1002/stc.166 · DOI
- 10.1002/stc.85 · DOI
- 10.1111/j.1467-8667.2011.00719.x · DOI
- BrankeJ DebK MiettinenK SlowinskiR.2008.Multiobjective optimization interactive and evolutionary approaches.Springer Verlag Berlin Heidelberg.
- 10.1016/j.ijsolstr.2005.01.018 · DOI
- Clough RW, 2003, Dynamics of Structures
- Cordon O, 2001, Advances in Fuzzy Systems—Applications and Theory
- Den Hartog JP, 1956, Mechanical Vibration
- 10.1061/(ASCE)0733-9399(1996)122:8(778) · DOI
- Frahm H, 1911, Device for Damping Vibrations of Bodies
- 10.1016/j.jsv.2008.03.058 · DOI
- Holland JH, 1975, Adaptation in Natural and Artificial System
- 10.1002/tal.609 · DOI
- 10.1016/j.advengsoft.2006.10.004 · DOI
- 10.1016/j.engstruct.2005.05.007 · DOI
- 10.1016/0266-8920(90)90007-7 · DOI
- 10.1016/j.ymssp.2009.09.011 · DOI
- Liu K, 2010, Optimal design of damped dynamic vibration absorber for damped primary systems, CSME, 34, 119
- 10.1016/S0167-6105(02)00431-2 · DOI
- 10.1016/j.compstruc.2008.06.005 · DOI
- 10.1016/j.proeng.2011.07.350 · DOI · Paper page
- 10.1016/S0965-9978(02)00044-3 · DOI
- 10.1002/tal.523 · DOI
- 10.1016/j.engstruct.2006.04.015 · DOI
- 10.1002/9780470715703 · DOI
- 10.1002/tal.181 · DOI · Paper page
- 10.1016/S0141-0296(03)00132-9 · DOI
- 10.1061/(ASCE)0733-9399(2004)130:4(492) · DOI
- 10.1016/j.engstruct.2007.04.008 · DOI
- Simiu E, 1980, Revised procedure for estimating along‐wind response, Journal of the Structural Division, ASCE, 106, 1, 10.1061/JSDEAG.0005329 · DOI
- Slotine JE, 1991, Applied Nonlinear Control
- Soong TT, 1990, Active Structural Control: Theory and Practice
- 10.1299/jcst.2.381 · DOI
- Wang LX, 1997, A Course in Fuzzy Systems and Control
- 10.1016/j.jsv.2006.07.016 · DOI
- 10.1016/0165-0114(94)00359-F · DOI
- 10.1016/0266-8920(88)90010-0 · DOI
- 10.1016/j.engstruct.2004.05.006 · DOI
Cited by
Sorted by citations
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“Soleymani and Khodadadi [33] introduced an ATMD for vibration control of a 76-story building under both seismic and wind motions.”
Background
Metadata
- Authors
- Soleymani, M., & Khodadadi, M.
- Affiliations
- Arak University (IR)
- Corresponding author
- Soleymani, Mehdi
- ORCID
- Soleymani, Mehdi
- Venue
- The Structural Design of Tall and Special Buildings
- Publisher
- Wiley
- Published
- 2013-06-03
- Volume
- 23
- Issue
- 10
- Pages
- 781-800
- ISSN
- 1541-7794 (ISSN-L)
- 1541-7808
- OpenAlex
- W2165851310
- Cited by
- 40
- References
- 0
- Citations by year
- 2026: 5 · 2025: 2 · 2023: 3 · 2022: 9 · 2021: 4 · 2020: 5 · 2019: 3 · 2018: 2 · 2017: 3 · 2016: 2 · 2015: 2
- FWCI
- 2.90
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall and Special Buildings (publishedVersion)
- 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 › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- active tuned mass damper, adaptive fuzzy control, high-rise buildings, seismic response, wind-induced vibration, base shear reduction, inter-story drift, multi-objective control, structural vibration control
About these checks
Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Adaptive fuzzy controller for active tuned mass damper of a benchmark tall building subjected to seismic and wind loads. https://app.cochat.ai/papers/10.1002/tal.1091
- The paper
- Soleymani, M., & Khodadadi, M. (2014). Adaptive fuzzy controller for active tuned mass damper of a benchmark tall building subjected to seismic and wind loads. The Structural Design of Tall and Special Buildings. https://doi.org/10.1002/tal.1091