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Cited by 45Vibration Control and Rheological FluidsSeismic Performance and AnalysisSeismic and Structural Analysis of Tall Buildings

The DOI matches its Crossref record; 16 of the 17 references it cites were found in a registry or an index.

Damping systems that are effective over a wide range of displacement amplitudes using metallic yielding component and viscoelastic damper in series

Yamamoto, Masashi, Sone, Takayuki·2014·Earthquake Engineering & Structural Dynamics
DOI 10.1002/eqe.2438
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Abstract

SUMMARY A damper system that absorbs energy over a wide range of displacement amplitudes during building vibration was proposed. This system uses a serial connection of a metallic yielding component and viscoelastic damper with a displacement limit mechanism. Three types of the system were developed and tested: a diagonal bracing type, inverted V bracing type, and wall type. The test results showed that all these systems have damping ratios higher than 8% at small vibration amplitudes on the order of 0.1 mm. For a large vibration, a displacement limit mechanism with two pins limited the displacement of the viscoelastic damper as designed. Analytical simulations established that the system reduced the acceleration and the story drift to 60–70% and 80%, respectively, during a small earthquake compared with a conventional metallic yielding damper system. Furthermore, it showed an equivalent control performance during a severe earthquake. The damper system requires that a clearance be maintained for the displacement limit mechanism. However, this may be lost through construction error, residual displacement after an earthquake, and temperature effects. The changes in the clearance due to these effects were discussed. Copyright © 2014 John Wiley & Sons, Ltd.

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Citations

Cites

Research works printed but not linked: 14

  1. TsaiCS ChenKC ChenCS.Seismic resistibility of high‐rise buildings with combined velocity‐dependent and velocity‐independent devices.ASME Pressure Vessels and Piping Conference San Diego CA1998;366:103–110.
  2. Watanabe A, 1999, Experimental study of steel dampers in combination with visco‐elastic material, Summaries of Technical Papers of Annual Meeting AIJ, 2, 1021
  3. Ikahata N, 1999, Design of building with seismic control system by Maxwell‐type hybrid viscous elasto‐plastic damper, Summaries of Technical Papers of Annual Meeting AIJ, 2, 1025
  4. Kimura Y, 2003, Development of hybrid energy dissipation system combined elasto‐plastic damper and visco‐elastic damper: Part 4 and 5, Summaries of Technical Papers of Annual Meeting AIJ, 2, 829
  5. CharneyFA IbrahimYE.New visco‐plastic passive energy device.Proc. of 13th World Conference on Earthquake Engineering Vancouver Canada 2004; No. 118.
  6. Kimura Y, 2006, Development of energy dissipation column system combined elasto‐plastic damper and visco‐elastic damper: part 1, 2, Summaries of Technical Papers of Annual Meeting AIJ, 2, 815
  7. YamamotoM HigashinoM SoneT. A damping system that is effective in a broad range of displacement using steel damper and viscoelastic damper in series.Proc. of International Symposium on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering Osaka Japan 2004;591–596.
  8. Yamamoto M, 2004, Development of a damping system with connecting visco‐elastic damper and steel damper in series that is effective in a wide range of vibration amplitude: part 1: general view and results of dynamic loading tests. Part 2: analytical studies based on the theme structure, Summaries of Technical Papers of Annual Meeting AIJ, 2, 167
  9. Sone T, 2007, Development of a damping system with connecting visco‐elastic damper and steel damper in series that is effective in a wide range of vibration amplitude: part 4: microtremor measurements and free vibration tests, Summaries of Technical Papers of Annual Meeting AIJ, 2, 845
  10. Sone T, 2008, Development of a damping system with connecting visco‐elastic damper and steel damper in series that is effective in a wide range of vibration amplitude: part 5: results of loading tests of K‐braced system, Summaries of Technical Papers of Annual Meeting AIJ, 2, 541
  11. Sone T, 2012, Experimental studies of a wall typed damping system that is effective in a broad range of displacement using steel damper and viscoelastic damper in series, Journal of Structural Engineering AIJ, 58, 217
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Metadata

Authors
Yamamoto, M., & Sone, T.
Affiliations
Takenaka (Japan) (JP)
Corresponding author
Yamamoto, Masashi
ORCID
Venue
Earthquake Engineering & Structural Dynamics
Publisher
Wiley
Published
2014-05-14
Volume
43
Issue
14
Pages
2097-2114
ISSN
  • 0098-8847 (ISSN-L)
  • 1096-9845
DOI
10.1002/eqe.2438
OpenAlex
W2115054685
Cited by
45
References
17
Citations by year
2026: 3 · 2025: 8 · 2024: 3 · 2023: 3 · 2022: 3 · 2021: 6 · 2020: 3 · 2019: 6 · 2018: 3 · 2017: 2 · 2016: 3 · 2015: 2
FWCI
4.47
Type
journal article
Language
en
Open access
closed
Licence
onlinelibrary.wiley.com/termsAndConditions#vor (vor)
Locations
Earthquake Engineering & Structural Dynamics (publishedVersion)
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 › Seismic and Structural Analysis of Tall Buildings
Keywords
damping devices, viscoelastic dampers, building vibration, seismic response reduction, inter-story drift, damping ratio, diagonal bracing, inverted V bracing, residual displacement, temperature effects

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