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Cited by 9Vibration Control and Rheological FluidsSeismic Performance and AnalysisStructural Health Monitoring Techniques

The DOI matches its Crossref record; 27 of the 27 references it cites were found in a registry or an index.

A study on a MR damping system with lumped mass for a two-span bridge to diminish its earthquake-induced longitudinal vibration

Heo, G., Kim, C., Jeon, S., Lee, C., Seo, S.·2017·Soil Dynamics and Earthquake Engineering
DOI 10.1016/j.soildyn.2016.10.004
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Crossref · 10.1016/j.soildyn.2016.10.004

Cites

27 of 27 references verified0 citation errors · 0 not checkable

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Citations

Cites

Show all 27 references

Research works printed but not linked: 3

  1. Tanabe, 1998, General view of the reasons for seismic damages for bridge piers and columns of elevated bridges at Hyogoken-Nanbu earthquake, Struct Eng World Congr, T153
  2. Kajita Y, Sugiura K, Tsumura Y, Maruyama T, Watanabe E. Numerical analysis on the scenario of girder fall-off of simple span elevated bridge during strong ground motions. In: Proceeding of fifth pacific structural steel conference, 1; 1998. p. 583–88.
  3. Dyke SJ, Spencer BF, Sain Jr. MK, Carlson JD. Experimental verification of semi-active structural control strategies using acceleration feedback. In: Proceeding of 3rd international conference on motion and vibration control, 3; 1996. p. 291–96.

Cited by

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Metadata

Authors
Heo, G., Kim, C., Jeon, S., Lee, C., & Seo, S.
Affiliations
  • Konyang University (KR)
  • Chungnam National University (KR)
Corresponding author
Kim, C.
ORCID
Venue
Soil Dynamics and Earthquake Engineering
Publisher
Elsevier BV
Published
2017-01
Volume
92
Pages
312-329
ISSN
0267-7261 (ISSN-L)
DOI
10.1016/j.soildyn.2016.10.004
OpenAlex
W2554396265
Cited by
9
References
27
Citations by year
2025: 1 · 2024: 2 · 2022: 1 · 2021: 1 · 2020: 1 · 2019: 1 · 2017: 2
FWCI
1.36
Type
journal article
Language
en
Open access
closed
Licence
Locations
Soil Dynamics and Earthquake Engineering (publishedVersion)
Funders
  • Ministry of Education (NRF-2013R1A1A2059914, NRF-2013R1A2A1A01016192)
  • National Research Foundation of Korea
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
Keywords
magnetorheological damper, lumped mass, two-span bridge, seismic response mitigation, shaking table test, Lyapunov-based control, El Centro earthquake, Great Hanshin-Awaji Earthquake, relative displacement

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CoChat. (2026). Citation check: A study on a MR damping system with lumped mass for a two-span bridge to diminish its earthquake-induced longitudinal vibration. https://app.cochat.ai/papers/10.1016/j.soildyn.2016.10.004
The paper
Heo, G., Kim, C., Jeon, S., Lee, C., & Seo, S. (2017). A study on a MR damping system with lumped mass for a two-span bridge to diminish its earthquake-induced longitudinal vibration. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2016.10.004

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.