The DOI matches its Crossref record; 10 of the 10 references it cites were found in a registry or an index.
Optimum Tuned Mass Damper for Wind and Earthquake Response Control of High-Rise Building
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
“Optimum STMD is identified based the effective placement and tuning.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [76]
In the citing paper
“Displacement, drift, acceleration and base share are reduced when STMD1-STMD5 were placed effectively.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [76]
In the citing paper
“Increasing the mass ratio of STMD help the performance criteria to be improved.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as [76]
Citations
Cites
BISHOP, R. E. D. (1957) · Nature · doi:10.1038/179504a0 · Cited by 1,636
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
The Theory of the Dynamic Vibration Absorber
Ormondroyd, J., & Den Hartog, J. P. (1928) · Transactions of the American Society of Mechanical Engineers · doi:10.1115/1.4058553 · Cited by 779
Benchmark Problem for Response Control of Wind-Excited Tall Buildings
Yang, J. N., Agrawal, A. K., Samali, B., & Wu, J.-C. (2004) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2004)130:4(437 · Cited by 276
Nagarajaiah, S. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.349 · Cited by 256
Optimum Vibration Absorbers for Linear Damped Systems
Randall, S., Halsted, D. M., & Taylor, D. L. (1981) · Journal of Mechanical Design · doi:10.1115/1.3255005 · Cited by 189
Tuned mass dampers for structures with closely spaced natural frequencies
Abé, M., & Igusa, T. (1995) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290240209 · Cited by 124
Wind Tunnel Tests for Wind-Excited Benchmark Building
Samali, B., Kwok, K. C. S., Wood, G. S., & Yang, J. (2004) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2004)130:4(447 · Cited by 64
Samali, B., Mayol, E., Kwok, K. C. S., Mack, A. N. F., & Hitchcock, P. A. (2004) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2004)130:4(478 · Cited by 45
Research works printed but not linked: 2
- Pisal AY, Jangid RS (2013) Dynamic response of structure with semi-active tuned friction damper. Int J Struct Civil Eng Res 2(1):17–31
- Spencer BF, Christenson RE, Dyke SJ (1998) Next generation benchmark control problem for seismically excited building. In: Proceedings of the second world conference on structural control (2WCSC), Kyoto, Japan, 28th June–1st July, vol 2, pp 1351–1360
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
Metadata
- Authors
- Elias, S., & Matsagar, V.
- Affiliations
- Indian Institute of Technology Delhi (IN)
- Corresponding author
- Elias, Said
- Venue
- Advances in Structural Engineering
- Publisher
- Springer India
- Published
- 2014-12-12
- Pages
- 1475-1487
- OpenAlex
- W207832821
- Cited by
- 30
- References
- 10
- Citations by year
- 2025: 2 · 2024: 2 · 2023: 2 · 2022: 7 · 2021: 1 · 2020: 3 · 2019: 6 · 2018: 3 · 2017: 4
- FWCI
- 6.96
- Type
- book chapter
- Language
- en
- Open access
- closed
- Licence
- www.springernature.com/gp/researchers/text-and-data-mining (tdm)
- www.springernature.com/gp/researchers/text-and-data-mining (vor)
- Locations
- Springer eBooks (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
- high-rise buildings, wind-induced response, earthquake response control, optimal damper placement, mode shapes, shear-type structures, structural vibration control
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.
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How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Optimum Tuned Mass Damper for Wind and Earthquake Response Control of High-Rise Building. https://app.cochat.ai/papers/10.1007/978-81-322-2193-7_113
- The paper
- Elias, S., & Matsagar, V. (2015). Optimum Tuned Mass Damper for Wind and Earthquake Response Control of High-Rise Building. Advances in Structural Engineering. https://doi.org/10.1007/978-81-322-2193-7_113
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.