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Published February 13, 2022 | Version v2
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Data set from long-term wave, wind and response monitoring of the Bergsøysund Bridge

  • 1. Department of Structural Engineering, Faculty of Engineering, NTNU,orwegian University of Science and Technology

Description

Wind, wave, displacement and acceleration data have been collected in a measurement campaign on the Bergsøysund Bridge between the years 2014 and 2018. The data set is now available in this open-access research entry, for free access and download. The data is collected in two h5-files (hierachical data format), with sampling rates 2 Hz and 10 Hz, downsampled from the raw sampling rate of 200 Hz. Note that the data has undergone some minimal signal processing and adjustment, in line with that applied to the Hardanger Bridge data described in Fenerci et al. (2021). Tools and examples for import, data visualization and initial analysis are given in the opyndata Python package available on GitHub (Kvåle, 2022). Furthermore, a document briefly describing the hierarchy and structure of the data, is given. For more details on the measurement system and the bridge, it is referred to Kvåle and Øiseth (2017).

Files

data-paper-bergsoysund_preprint.pdf

Files (47.6 GB)

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md5:db91d245922817a302e7c94013974c67
34.1 MB Preview Download
md5:5d048176402b1083493abd2f0e214d00
39.3 GB Download
md5:1c845723df748a519171364dff08b199
8.2 GB Download

Additional details

References

  • A. Fenerci, K. Andreas Kvåle, Ø. Wiig Petersen, A. Rønnquist, and O. Øiseth, "Data Set from Long-Term Wind and Acceleration Monitoring of the Hardanger Bridge," J. Struct. Eng., vol. 147, no. 5, p. 04721003, 2021, doi: 10.1061/(asce)st.1943-541x.0002997.
  • K. A. Kvåle and O. Øiseth, "Structural monitoring of an end-supported pontoon bridge," Mar. Struct., vol. 52, pp. 188–207, Mar. 2017, doi: 10.1016/j.marstruc.2016.12.004.
  • K. A. Kvåle. (2022). knutankv/opyndata: Initial release, available on Zenodo (v0.0.2). Zenodo. https://doi.org/10.5281/zenodo.5978358