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Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control
Abstract
A semi‐active tuned mass damper (TMD) is proposed to control wind induced vibrations in tall buildings. The semi‐active TMD uses a small amount of external power to modulate the damping. The net result is the equivalent of a passive TMD with hydraulically controlled time‐varying characteristics. Simulation studies show the proposed system is superior to conventional passively controlled and comparable to actively controlled systems.
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Research works printed but not linked: 6
- Bryson A. E. and Ho Y. C. Applied Optimal Control John Wiley and Sons Inc. New York N.Y. 1975.
- 10.1061/JMCEA3.0002652 · DOI · Paper page
- Hrovat D. “A Bond Graph Modeling of Pneumatic Passive and Semiactive Vehicle Suspension ” presented at the International Symposium SIMULATION 80 at Interlaken Switzerland June 1980.
- Hrovat D., 1981, An Experimental Comparison Between Semi‐Active and Passive Suspensions for Air‐Cushion Vehicles, International Journal of Vehicle Design, 2, 308
- 10.1115/1.3426956 · doi:10.1115/1.3426956
- Udwadia F. E., 1981, Pulse Control of Single Degree‐of‐Freedom System, Journal of Engineering Mechanics Division, 107, 997, 10.1061/JMCEA3.0002787 · DOI
Cited by
Semi-active control systems for seismic protection of structures: a state-of-the-art review
Symans, M. D., & Constantinou, M. C. (1999) · Engineering Structures · doi:10.1016/s0141-0296(97)00225-3 · Cited by 706
Passive, Adaptive and Active Tuned Vibration Absorbers—A Survey
Sun, J. Q., Jolly, M. R., & Norris, M. A. (1995) · Journal of Mechanical Design · doi:10.1115/1.2836462 · Cited by 320
Nagarajaiah, S. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.349 · Cited by 256
Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
“[89] studied the interests of using an STMD for the suppression of wind-induced vibration.”
BackgroundYang, D.-H., Shin, J.-H., Lee, H., Kim, S.-K., & Kwak, M. K. (2017) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2016.12.036 · Cited by 107
Metadata
- Authors
- Hrovat, D., Barak, P., & Rabins, M.
- Venue
- Journal of Engineering Mechanics
- Published
- 1983-08
- Volume
- 109
- Issue
- 3
- Pages
- 691-705
- ISSN
- 0733-9399 (ISSN-L)
- 1943-7889
- DOI
- 10.1061/(asce)0733-9399(1983)109:3(691
- OpenAlex
- W2082770127
- Cited by
- 291
- References
- 0
- FWCI
- 0.00
- Type
- journal article
- Language
- en
- Open access
- closed
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- CoChat. (2026). Citation check: Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control. https://app.cochat.ai/papers/10.1061/(asce)0733-9399(1983)109:3(691
- The paper
- Hrovat, D., Barak, P., & Rabins, M. (1983). Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control. Journal of Engineering Mechanics. https://doi.org/10.1061/(asce)0733-9399(1983)109%3A3(691
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Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
