The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Mass dampers and their optimal designs for building vibration control
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?
The control performance of the TMD is better than the liquid type of mass dampers (TLCD and LCVA).
“3-The control performance of the TMD is better than the liquid type of mass dampers (TLCD and LCVA).”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Chang [27]
Citations
Cites
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Flagged first, then by citations
Research works printed but not linked: 21
- Ormondroyd, 1928, The theory of the dynamic vibration absorber, Trans. ASME, 49, 50, A9
- Holmes, 1995, List of installations, Engineering Structures, 17, 676, 10.1016/0141-0296(95)90027-6 · DOI
- Fujino, 1993, Design formulas for tuned mass dampers based on a perturbation technique, J. of Earthquake Engineering and Structural Dynamics, 22, 833, 10.1002/eqe.4290221002 · DOI · Paper page
- Xu, 1992, Dynamic characteristics of multiple substructures with closely spaced frequencies, J. of Earthquake Engineering and Structural Dynamics, 21, 1059, 10.1002/eqe.4290211203 · DOI · Paper page
- Yamaguchi, 1993, Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillation, J. of Earthquake Engineering and Structural Dynamics, 22, 51, 10.1002/eqe.4290220105 · DOI · Paper page
- Abé, 1995, Tuned mass dampers for structures with closely spaced natural frequencies, J. of Earthquake Engineering and Structural Dynamics, 24, 247, 10.1002/eqe.4290240209 · DOI
- Banning, 1966, Apparatus for demonstrating dynamics of sloshing liquids, Bulletin Mechanical Engineering Education, 5, 65
- Tamura, 1995, Effectiveness of tuned liquid dampers under wind excitation, Engineering Structures, 17, 609, 10.1016/0141-0296(95)00031-2 · DOI
- Modi, 1995, Control of wind-induced instabilities through application of nutation dampers: a brief overview, Engineering Structures, 17, 626, 10.1016/0141-0296(95)00033-4 · DOI
- Balendra, 1995, Effectiveness of tuned liquid column dampers for vibration control of towers, Engineering Structures, 17, 668, 10.1016/0141-0296(95)00036-7 · DOI
- Watkins RD. Tests on a liquid column vibration absorber for tall structures, Proceedings of the International Conference on Steel and Aluminum Structures, Singapore, 1991.
- Watkins RD, Hitchcock PA. Tests on various liquid column vibration absorbers, Proceedings of International Conference on Motion and Vibration Control, Yokohama, 1130-1134, 1992.
- Hitchcock, 1996, Characteristics of liquid column vibration absorbers (LCVA) - I, Engineering Structures, 18, 126
- Hitchcock, 1996, Characteristics of liquid column vibration absorbers (LCVA) - II, Engineering Structures, 18, 135
- Gao, 1997, Optimization of tuned liquid column dampers, Engineering Structures, 19, 476, 10.1016/S0141-0296(96)00099-5 · DOI
- Chang, 1998, Control performance of liquid column vibration absorbers, Engineering Structures, 20, 580, 10.1016/S0141-0296(97)00062-X · DOI
- Sun, 1995, The properties of tuned liquid dampers using a TMD analogy, J. of Earthquake and Structural Dynamics, 24, 967, 10.1002/eqe.4290240704 · DOI
- Chang, 1998, Control of buildings using single and multiple tuned liquid column dampers, Structural Engineering and Mechanics, 6, 77, 10.12989/sem.1998.6.1.077 · DOI
- Haroun, 1996, Suppression of environmentally-induced vibration in tall buildings by hybrid liquid column dampers, The Structural Design of Tall Buildings, 5, 45, 10.1002/(SICI)1099-1794(199603)5:1<45::AID-TAL58>3.0.CO;2-F · DOI
- Abé M, Kimura S, Fujino Y. Control laws for semi-active tuned liquid column damper with variable orifice openings, Proceedings of the 2nd International Workshop on Structural Control on Next Generation of Intelligent Structures, 18-21 December 1996, HKUST, Hong Kong, 5-10.
- Crandall SH, Mark WD. Random vibration in mechanical systems, Academic Press, Inc. San Diego, California, 1963.
Cited by
Sorted by citations
Research developments in vibration control of structures using passive tuned mass dampers
Elias, S., & Matsagar, V. (2017) · Annual Reviews in Control · doi:10.1016/j.arcontrol.2017.09.015 · Cited by 556
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
“Chang [27] Mass dampers and their optimal designs for building vibration control 1- The control performance of three types of mass dampers (tuned mass damper (TMD), the tuned liquid column damper (TLCD) and the liquid column vibration absorber (LCVA)) on suppressing excessive building vibration is studied.”
Background
Metadata
- Authors
- Chang, C. C.
- Affiliations
- Hong Kong University of Science and Technology (HK)
- Corresponding author
- Chang, C.C.
- ORCID
- Chang, C.C.
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 1999-05
- Volume
- 21
- Issue
- 5
- Pages
- 454-463
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2007732071
- Cited by
- 177
- References
- 1
- Citations by year
- 2026: 4 · 2025: 9 · 2024: 8 · 2023: 7 · 2022: 11 · 2021: 8 · 2020: 9 · 2019: 5 · 2018: 18 · 2017: 18 · 2016: 6 · 2015: 11 · 2014: 11 · 2013: 10 · 2012: 6
- FWCI
- 8.24
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Keywords
- mass damper, building vibration control, tuned mass damper, tuned liquid column damper, optimal damper design, efficiency index, wind loads, seismic loading, white noise excitation, control efficiency
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