The DOI matches its Crossref record; 17 of the 17 references it cites were found in a registry or an index.
Control performance evaluation of semi-active tmd subjected to various types of loads
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
“Using their proposed neural network control technique, they deduced that the vibration response at the first and second natural frequencies of the structure would be reduced.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [5]
Citations
Cites
Phenomenological Model for Magnetorheological Dampers
Spencer, B. F., Dyke, S. J., Sain, M. K., & Carlson, J. D. (1997) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1997)123:3(230 · Cited by 2,055
Vibration Control Using Semi-Active Force Generators
KARNOPP, D. C., Crosby, M. J., & Harwood, R. A. (1974) · Journal of Engineering for Industry · doi:10.1115/1.3438373 · Cited by 1,365
Optimum absorber parameters for various combinations of response and excitation parameters
Warburton, G. B. (1982) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290100304 · Cited by 1,043
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
Semiactive Control Strategies for MR Dampers: Comparative Study
Jansen, L. M., & Dyke, S. J. (2000) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2000)126:8(795 · Cited by 614
Dynamic characterization of multiple tuned mass dampers and some design formulas
Abé, M., & Fujino, Y. (1994) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290230802 · Cited by 329
Structural Control Using Active Tuned Mass Dampers
Chang, J. C. H., & Soong, T. T. (1980) · Journal of the Engineering Mechanics Division · doi:10.1061/jmcea3.0002652 · Cited by 291
Semi‐Active versus Passive or Active Tuned Mass Dampers for Structural Control
Hrovat, D., Barak, P., & Rabins, M. (1983) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1983)109:3(691 · Cited by 291
Li, C. (2000) · Earthquake Engineering & Structural Dynamics · doi:10.1002/1096-9845(200009)29:9<1405::aid-eqe976>3.0.co;2-4 · Cited by 207
Effectiveness of semi-active tuned mass dampers under harmonic excitation
Pinkaew, T., & Fujino, Y. (2001) · Engineering Structures · doi:10.1016/s0141-0296(00)00091-2 · Cited by 166
Research works printed but not linked: 3
- Maebayashi, K., Tamura, K., Shiba, K., Ogawa, Y., and Inada, Y. (1993). “Performance of a hybrid mass damper system implemented in a tall building.” Proc. International Workshop on Structural Control, Honolulu, Hawaii, pp. 318–328.
- Mita, A. and Kaneko, M. (1992). “Hybrid versus tuned or active mass dampers for response control of tall buildings.” Proc. 1st International Conference on Motion and Vibration Control, Yokohama, pp. 304–309.
- Nagarajaiah, S. and Varadarajan, N. (2000). “Novel semiactive variable stiffness tuned mass damper with real time tuning capability.” Proc. 13th Engineering Mechanics Conf 2000, Reston, Va.
Cited by
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
“(2015) [5] conducted an experimental study of an STMD coupled with a three-story building model under support ground motion.”
BackgroundMethodInfluential
Metadata
- Authors
- Kim, H.-S., Chang, C., & Kang, J.-W.
- Affiliations
- Sun Moon University (KR)
- Keimyung University (KR)
- Yeungnam University (KR)
- Corresponding author
- Kang, Joo-Won
- Venue
- International Journal of Steel Structures
- Published
- 2015-09
- Volume
- 15
- Issue
- 3
- Pages
- 581-594
- ISSN
- 1598-2351 (ISSN-L)
- 2093-6311
- OpenAlex
- W2281227167
- Cited by
- 16
- References
- 17
- Citations by year
- 2026: 1 · 2025: 2 · 2024: 1 · 2023: 1 · 2022: 2 · 2021: 1 · 2020: 1 · 2019: 3 · 2018: 1 · 2017: 2 · 2016: 1
- FWCI
- 2.21
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.springer.com/tdm (tdm)
- Locations
- International Journal of Steel Structures (publishedVersion)
- Funders
- Yeungnam University
- Space Technology Mission Directorate
- 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 › Aerospace Engineering › Aeroelasticity and Vibration Control
- Keywords
- semi-active tuned mass damper, control performance, magnetorheological damper, passive tuned mass damper, harmonic excitation, random excitation, ground motion, dynamic response reduction, single-degree-of-freedom systems
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: Control performance evaluation of semi-active tmd subjected to various types of loads. https://app.cochat.ai/papers/10.1007/s13296-015-9006-6
- The paper
- Kim, H.-S., Chang, C., & Kang, J.-W. (2015). Control performance evaluation of semi-active tmd subjected to various types of loads. International Journal of Steel Structures. https://doi.org/10.1007/s13296-015-9006-6
Data sources
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.
