The DOI matches its Crossref record.
LQR control with frequency‐dependent scheduled gain for a semi‐active floor isolation system
Abstract
SUMMARY: Floor isolation is an alternative to base isolation for protecting a specific group of equipment installed on a single floor or room in a fixed‐base structure. The acceleration of the isolated floor should be mitigated to protect the equipment, and the displacement needs to be suppressed, especially under long‐period motions, to save more space for the floor to place equipment. To design floor isolation systems that reduce acceleration and displacement for both short‐period and long‐period motions, semi‐active control with a newly proposed method using the linear quadratic regulator (LQR) control with frequency‐dependent scheduled gain (LQRSG) is adopted. The LQRSG method is developed to account for the frequency characteristics of the input motion. It updates the control gain calculated by the LQR control based on the relationship between the control gain and dominant frequency of the input motion. The dominant frequency is detected in real time using a window method. To verify the effectiveness of the LQRSG method, a series of shake table tests is performed for a semi‐active floor isolation system with rolling pendulum isolators and a magnetic‐rheological damper. The test results show that the LQRSG method is significantly more effective than the LQR control over a range of short‐period and long‐period motions. 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
“Shi et al. [96] presented a semi active floor isolation scheme to decrease displacement and acceleration of buildings under both long- and short-period excitations by adapting the LQR control algorithm through frequency-dependent scheduled gain (Fig. 13).”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [96]
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 34
- 10.1061/(ASCE)0733-9399(1997)123:9(897) · DOI
- 10.1061/(ASCE)0733-9445(2000)126:10(1177) · DOI
- 10.1002/eqe.1097 · DOI
- 10.1002/eqe.2293 · DOI
- 10.1002/eqe.2299 · DOI
- 10.1002/eqe.2305 · DOI
- 10.1061/(ASCE)ST.1943-541X.0000187 · DOI
- 10.1016/j.engstruct.2012.04.015 · DOI
- 10.1002/eqe.844 · DOI
- 10.1002/eqe.2304 · DOI
- 10.1193/1.1585828 · DOI
- 10.1061/(ASCE)0733-9399(2006)132:7(705) · DOI
- 10.1061/(ASCE)0733-9399(1998)124:9(981) · DOI
- 10.1002/stc.104 · DOI
- 10.1002/(SICI)1096-9845(199911)28:11<1427::AID-EQE876>3.0.CO;2-# · DOI
- 10.1002/eqe.84 · DOI
- 10.1002/eqe.2341 · DOI
- Zemp R, 2012, Tall building vibration control using a TM‐MR damper assembly, Earthquake Engineering and Structural Dynamics, 40, 339, 10.1002/eqe.1033 · DOI
- 10.1002/eqe.372 · DOI
- 10.1061/(ASCE)0733-9399(1994)120:1(135) · DOI
- 10.1002/eqe.1120 · DOI
- 10.1002/eqe.1040 · DOI
- 10.1002/eqe.1162 · DOI
- 10.1088/0964-1726/5/5/006 · DOI
- 10.1002/stc.38 · DOI
- Kwakernaak H, 1972, Linear Optimal Control Systems
- 10.1061/(ASCE)0733-9399(1997)123:3(230) · DOI
- 10.1002/eqe.2236 · DOI
- 10.1002/eqe.2237 · DOI
- ShiY SatoE HokiK NakashimaM.Test on hybrid floor isolation system with semi‐active control.Proceedings of the 9th International Conference on Urban Earthquake Engineering/4th Asia Conference on Earthquake Engineering Tokyo Japan 2012;1459–1464.
- Nagarajaiah S, 2006, Smart base‐isolated benchmark building: part II, phase I, sample controller for linear isolation system, Earthquake Engineering and Structural Dynamics, 13, 589
- ShiY BeckerTC KurataM NakashimaM.Design of a PI controller for MR dampers using damper force feedback.Proceedings of the First International symposiumon Earthquake Engineering Tokyo Japan 2012;311–316.
- Rugh WJ, 2002, Research on gain scheduling, Automatica, 26, 1401
- 10.1016/j.engstruct.2008.01.011 · 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
“[96] presented a semi active floor isolation scheme to decrease displacement and acceleration of buildings under both long- and short-period excitations by adapting the LQR control algorithm through frequency-dependent scheduled gain (Fig.”
Metadata
- Authors
- Shi, Y., Becker, T. C., Furukawa, S., Sato, E., & Nakashima, M.
- Affiliations
- Kyoto University (JP)
- Disaster Prevention Research Institute, Kyoto University (JP)
- Tohoku University (JP)
- National Research Institute for Earth Science and Disaster Resilience (JP)
- Corresponding author
- Shi, Yundong
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2013-08-26
- Volume
- 43
- Issue
- 9
- Pages
- 1265-1284
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W1955355640
- Cited by
- 30
- References
- 0
- Citations by year
- 2026: 1 · 2025: 2 · 2024: 5 · 2023: 4 · 2022: 4 · 2021: 1 · 2020: 1 · 2019: 1 · 2018: 2 · 2017: 3 · 2016: 2 · 2015: 2 · 2014: 2
- FWCI
- 4.35
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Earthquake Engineering & Structural Dynamics (publishedVersion)
- Funders
- Rice University
- Japan Society for the Promotion of Science (22246073)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- semi-active control, linear quadratic regulator, long-period ground motion, short-period ground motion, shaking table test
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