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). The updated, copyrighted version of the appended preprint is published by ASCE with the following DOI: 10.1061/JSENDH/STENG-12095.

{"references": ["A. Fenerci, K. Andreas Kv\u00e5le, \u00d8. Wiig Petersen, A. R\u00f8nnquist, and O. \u00d8iseth, \"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. Kv\u00e5le and O. \u00d8iseth, \"Structural monitoring of an end-supported pontoon bridge,\" Mar. Struct., vol. 52, pp. 188\u2013207, Mar. 2017, doi: 10.1016/j.marstruc.2016.12.004.", "K. A. Kv\u00e5le. (2022). knutankv/opyndata: Initial release, available on Zenodo (v0.0.2). Zenodo. https://doi.org/10.5281/zenodo.5978358"]}