The DOI matches its Crossref record.
Seismic response control using electromagnetic inertial mass dampers
Abstract
SUMMARY: This paper presents a new type of electromagnetic damper with rotating inertial mass that has been developed to control the vibrations of structures subjected to earthquakes. The electromagnetic inertial mass damper (EIMD) consists of a ball screw that converts axial oscillation of the rod end into rotational motion of the internal flywheel and an electric generator that is turned by the rotation of the inner rod. The EIMD is able to generate a large inertial force created by the rotating flywheel and a variable damping force developed by the electric generator. Device performance tests of reduced‐scale and full‐scale EIMDs were undertaken to verify the basic characteristics of the damper and the validity of the derived theoretical formulae. Shaking table tests of a three‐story structure with EIMDs and earthquake response analyses of a building with EIMDs were conducted to demonstrate the seismic response control performance of the EIMD. The EIMD is able to reduce story drifts as well as accelerations and surpasses conventional types of dampers in reducing acceleration responses. Copyright © 2013 John Wiley & Sons, Ltd.
Overview
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Self-check
Percentages, sums and reported differences re-computed from the paper’s own numbers.
The self-check needs the paper’s full text.
Citations
Cited by
Inerter-based structural vibration control: A state-of-the-art review
Ma, R., Bi, K., & Hao, H. (2021) · Engineering Structures · doi:10.1016/j.engstruct.2021.112655 · Cited by 445
Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI)
Pietrosanti, D., De Angelis, M., & Basili, M. (2017) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.2861 · Cited by 349
Shen, W., Niyitangamahoro, A., Feng, Z., & Zhu, H. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109470 · Cited by 175
Dai, J., Xu, Z.-D., & Gai, P.-P. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109585 · Cited by 163
Calayir, M., Tao, J., Mercan, O., & Bezabeh, M. A. (2026) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.70129 · Cited by 8
Metadata
- Authors
- Nakamura, Y., Fukukita, A., Tamura, K., Yamazaki, I., Matsuoka, T., Hiramoto, K., & Sunakoda, K.
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2013-09-13
- Volume
- 43
- Issue
- 4
- Pages
- 507-527
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W2119038186
- Cited by
- 180
- References
- 0
- FWCI
- 2.90
- Type
- journal article
- Language
- en
- Open access
- closed
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
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.