The DOI matches its Crossref record; 26 of the 26 references it cites were found in a registry or an index.
A design procedure of two-way liquid dampers for attenuation of wind-induced responses of tall buildings
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
“Min et al. [68] presented a two-way liquid damper using a combination of TLCD and Tuned Sloshing Damper on a 64-story building structure.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [68]
Citations
Cites
Wind Effects on Structures: Modern Structural Design for Wind
Simiu, E., & Yeo, D. (2019) · Cited by 1,048
Passive energy dissipation systems in structural engineering
Crewe, A. (1998) · Structural Safety · doi:10.1016/s0167-4730(97)00034-9 · Cited by 1,015
Passive Energy Dissipation Systems in Structural Engineering
Dargush, G. F., & Soong, T. T. (1997) · Medical Entomology and Zoology · Cited by 880
Mitigation of motions of tall buildings with specific examples of recent applications
Kareem, A., Kijewski, T., & Tamura, Y. (1999) · Wind and Structures · doi:10.12989/was.1999.2.3.201 · Cited by 440
Scruton, C. (1970) · Proceedings of the Institution of Mechanical Engineers · doi:10.1243/pime_proc_1970_185_038_02 · Cited by 433
Optimum absorber parameters for simple systems
Warburton, G. B., & Ayorinde, E. O. (1980) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290080302 · Cited by 368
Tuned Liquid Damper (TLD) for Suppressing Horizontal Motion of Structures
Fujino, Y., Sun, L., Pacheco, B. M., & Chaiseri, P. (1992) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1992)118:10(2017 · Cited by 245
Optimum Absorber Parameters for Tuned Liquid Column Dampers
Yalla, S. K., & Kareem, A. (2000) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2000)126:8(906 · Cited by 224
Effectiveness of tuned liquid dampers under wind excitation
Tamura, Y., Fujii, K., Ohtsuki, T., Wakahara, T., & Kohsaka, R. (1995) · Engineering Structures · doi:10.1016/0141-0296(95)00031-2 · Cited by 224
Control of Along‐Wind Response of Structures by Mass and Liquid Dampers
Xu, Y. L., Samali, B., & Kwok, K. C. S. (1992) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1992)118:1(20 · Cited by 189
Research works printed but not linked: 1
- Seto, M.L., 1996. An Investigation on the Suppression of Fluid Induced Vibrations of Bluff Bodies (Ph.D. thesis). The University of British Columbia, Canada.
Cited by
Structural control and vibration issues in wind turbines: A review
Xie, F., & Aly, A.-M. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2019.110087 · Cited by 159
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
“[68] presented a two-way liquid damper using a combination of TLCD and Tuned Sloshing Damper on a 64-story building structure.”
Method
Metadata
- Authors
- Min, K.-W., Kim, J., & Lee, H.-R.
- Affiliations
- Dankook University (KR)
- Corresponding author
- Kim, Junhee
- Venue
- Journal of Wind Engineering and Industrial Aerodynamics
- Publisher
- Elsevier BV
- Published
- 2014-06
- Volume
- 129
- Pages
- 22-30
- ISSN
- 0167-6105 (ISSN-L)
- OpenAlex
- W2035098756
- Cited by
- 38
- References
- 26
- Citations by year
- 2026: 1 · 2024: 1 · 2023: 2 · 2022: 4 · 2021: 7 · 2020: 6 · 2018: 2 · 2017: 4 · 2016: 6 · 2015: 4 · 2014: 1
- FWCI
- 9.58
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Wind Engineering and Industrial Aerodynamics (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 › Structural Engineering and Vibration Analysis
- Keywords
- tuned liquid column damper, wind-induced vibration, high-rise buildings, vibration attenuation, natural frequency tuning, sloshing, reinforced concrete buildings
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: A design procedure of two-way liquid dampers for attenuation of wind-induced responses of tall buildings. https://app.cochat.ai/papers/10.1016/j.jweia.2014.03.003
- The paper
- Min, K.-W., Kim, J., & Lee, H.-R. (2014). A design procedure of two-way liquid dampers for attenuation of wind-induced responses of tall buildings. Journal of Wind Engineering and Industrial Aerodynamics. https://doi.org/10.1016/j.jweia.2014.03.003
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.