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Cited by 29Seismic Performance and AnalysisVibration Control and Rheological FluidsStructural Response to Dynamic Loads

The DOI matches its Crossref record; 39 of the 40 references it cites were found in a registry or an index.

Analysis, design and testing of an hourglass-shaped copper energy dissipation device

Open access
Briones, Benjamín, de la Llera, Juan Carlos·2014·Engineering Structures
DOI 10.1016/j.engstruct.2014.07.006
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Abstract

Abstract The behavior of a bi-directional energy dissipation device made of copper was investigated. The development considered four phases: (1) characterization and numerical modeling of the cyclic plastic behavior of Electrolytic Tough Pitch copper using the Chaboche constitutive model; (2) generation of a finite element model including large deformations and the inelastic constitutive model of the material; (3) numerical design of the device using the response surface methodology; and (4) design and testing of two different proof-of-concept devices subjected to both, a unidirectional and a bi-directional displacement load path. The cyclic response of the device showed significant energy dissipation capacity even for very small deformations. It was also capable of sustaining 20 large cycles prior to failure. The numerical model used was capable of representing the cyclic response characteristics of the damper very accurately, and the proposed design process was validated using the measured response of the tested devices. It is concluded that annealed copper is an interesting material for energy dissipation and that the design procedure developed proved to be cost-effective and applicable to other metallic dampers.

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Crossref · 10.1016/j.engstruct.2014.07.006

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Citations

Cites

Show all 40 references

Research works printed but not linked: 6

  1. Kobori T, Yamada T, Takenaka Y, Maeda Y, Nishimura I. Effect of dynamic tuned connector on reduction of seismic response – application to adjacent office buildings. In: Proceedings of ninth world conference on earthquake engineering; 1988. p. 773–8 (V).
  2. Kobori T, Miura Y, Fukuzawa E, Yamada T, Arita T, Takenaka Y, et al. Development and application of hysteresis steel dampers. In: Tenth world conference on earthquake engineering; 1992. p. 2341–6.
  3. Chiarotto D, Tomaselli F, Baldo P, Castellano MG, Infanti S. Seismic protection of Tuy Medio railway viaducts: design and shaking table tests of the seismic devices. In: 13th World conference on earthquake engineering, Vancouver, B.C., Canada; 2004.
  4. Moroni MO, Herrera R, Sarrazin M. Testing of Cu-based SMA seismic energy dissipation devices. In: 14th World conference on earthquake engineering. International Association for Earthquake Engineering; 2008.
  5. ASM Metals Handbook, vol. 2. American Society of Metals; 2004.
  6. ASM Metals Handbook, vol. 9. American Society of Metals; 2004.

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Metadata

Authors
Briones, B., & de la Llera, J. C.
Affiliations
Pontificia Universidad Católica de Chile (CL)
ORCID
de la Llera, Juan Carlos
Venue
Engineering Structures
Publisher
Elsevier BV
Published
2014-11
Volume
79
Pages
309-321
ISSN
0141-0296 (ISSN-L)
DOI
10.1016/j.engstruct.2014.07.006
OpenAlex
W2070298433
Cited by
27
References
40
Citations by year
2025: 6 · 2024: 6 · 2023: 3 · 2022: 1 · 2021: 3 · 2019: 2 · 2018: 3 · 2017: 1 · 2015: 1 · 2014: 1
FWCI
1.92
Type
journal article
Language
en
Open access
Licence
  • cc-by-nc-nd
  • www.elsevier.com/tdm/userlicense/1.0/ (tdm)
Locations
  • Engineering Structures (publishedVersion)
  • Americanae (AECID Library) (submittedVersion, cc-by-nc-nd)
  • LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas) (submittedVersion, cc-by-nc-nd)
Funders
  • International Copper Association (1110377)
  • FONDAP CIGIDEN (15110017)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Response to Dynamic Loads
Keywords
energy dissipation devices, copper, cyclic plasticity, electrolytic tough pitch copper, numerical modeling, seismic dampers

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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.