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Cited by 30Vibration Control and Rheological FluidsSeismic and Structural Analysis of Tall BuildingsStructural Engineering and Vibration Analysis

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

Elias, Said, Matsagar, Vasant·2015·Advances in Structural Engineering

Overview

Integrity signals

Registry

Crossref · 10.1007/978-81-322-2193-7_113

Cites

10 of 10 references verified0 citation errors · 0 not checkable

Statistics

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Verification

Claims the paper makes

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Claims other papers make about this one

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Citations

Cites

Show all 10 references

Research works printed but not linked: 2

  1. 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
  2. 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

See all 30

Metadata

Authors
Elias, S., & Matsagar, V.
Affiliations
Indian Institute of Technology Delhi (IN)
Corresponding author
Elias, Said
Venue
Advances in Structural Engineering
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
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

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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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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.