Damage identification by response surface based model updating using D-optimal design
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
Fang and Perera used D-optimal designs to establish RS models for screening out non-significant updating parameters, which required few samples for desired RS modelling.
“Fang and Perera [274] used D-optimal designs to establish RS models for screening out non-significant updating parameters, which required few samples for the desired RS modelling.”
From Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019 (2021) · cites this paper as [274]
Cited by
Sorted by citations
Hou, R., & Xia, Y. (2021) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2020.115741 · Cited by 674 · see citing works
Review of finite element model updating methods for structural applications
Ereiz, S., Duvnjak, I., & Fernando Jiménez-Alonso, J. (2022) · Structures · doi:10.1016/j.istruc.2022.05.041 · Cited by 371 · see citing works
- Authors
- Fang, S.-E., & Perera, R.
- Affiliations
- Fuzhou University (CN)
- Universidad Politécnica de Madrid (ES)
- Corresponding author
- Fang, Sheng-En
- Venue
- Mechanical Systems and Signal Processing
- Publisher
- Elsevier BV
- Published
- 2011-02
- Volume
- 25
- Issue
- 2
- Pages
- 717-733
- ISSN
- 0888-3270 (ISSN-L)
- OpenAlex
- W1970590690
- Cited by
- 119
- References
- 0
- Citations by year
- 2026: 6 · 2025: 5 · 2024: 13 · 2023: 8 · 2022: 9 · 2021: 5 · 2020: 10 · 2019: 6 · 2018: 14 · 2017: 5 · 2016: 9 · 2015: 14 · 2014: 6 · 2013: 2 · 2012: 6
- FWCI
- 9.15
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Mechanical Systems and Signal Processing (publishedVersion)
- Funders
- Ministry of Education and Science of Spain (BIA2007-67790)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Control and Systems Engineering › Control Systems and Identification
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Keywords
- structural damage detection, response surface methodology, model updating, D-optimal design, finite element model updating, modal frequencies, Young's modulus, reinforced concrete frames, full-scale bridge, dynamic response prediction
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
