A Time-Frequency-Based Data-Driven Approach for Structural Damage Identification and Its Application to a Cable-Stayed Bridge Specimen.

Lu N, Liu Y, Cui J, Xiao X, Luo Y, Noori M

Open source

DOI: 10.3390/s24248007
Published: 2024 Dec 15
Container: Sensors (Basel, Switzerland)
Publisher: Not recorded
Open access: yes

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Cite this work

BibTeX

@article{allodium:10.3390/s24248007,
  title = {A Time-Frequency-Based Data-Driven Approach for Structural Damage Identification and Its Application to a Cable-Stayed Bridge Specimen.},
  author = {Lu N and Liu Y and Cui J and Xiao X and Luo Y and Noori M},
  year = {2024},
  journal = {Sensors (Basel, Switzerland)},
  doi = {10.3390/s24248007},
  url = {https://doi.org/10.3390/s24248007}
}

RIS

TY  - JOUR
TI  - A Time-Frequency-Based Data-Driven Approach for Structural Damage Identification and Its Application to a Cable-Stayed Bridge Specimen.
AU  - Lu N
AU  - Liu Y
AU  - Cui J
AU  - Xiao X
AU  - Luo Y
AU  - Noori M
PY  - 2024
JO  - Sensors (Basel, Switzerland)
DO  - 10.3390/s24248007
UR  - https://doi.org/10.3390/s24248007
ER  -

APA

N, L., Y, L., J, C., X, X., Y, L., & M, N. (2024). A Time-Frequency-Based Data-Driven Approach for Structural Damage Identification and Its Application to a Cable-Stayed Bridge Specimen.. Sensors (Basel, Switzerland). https://doi.org/10.3390/s24248007

Source records

pubmed · retrieved 2026-09-26T22:51:38.238Z
europe-pmc · retrieved 2026-09-26T22:51:38.247Z
doaj · retrieved 2026-09-26T22:51:38.255Z