Example code for virtual sensing for strain estimation on tower structures

doi:doi:10.25835/a8ikfjhy

Example code for virtual sensing for strain estimation on tower structures

Displacement and strain estimation implementation for a laboratory steel cantilever beam by Thurn et al. (doi: 10.5194/wes-2026-5). To perform the strain estimation implementation, additional data from the publicly accessible data repository of Leibniz University of Hannover (doi: 10.25835/lyav246d) is used.

Data and Resources

Example_strain_estimation_beam.m
Example code File size: 6.7 KByte
Explore
- More information
- Download
functions.zipZIP
File size: 3.4 KByte
Explore
- More information
- Download
plots.zipZIP
File size: 4.8 KByte
Explore
- More information
- Download
README.txt
File size: 669.0 Byte
Explore
- More information
- Download

Cite this as

Jonathan Thurn, Clemens Jonscher, Benedikt Hofmeister (2026). Example code for virtual sensing for strain estimation on tower structures [Data set]. LUIS. https://doi.org/10.25835/a8ikfjhy

Retrieved: 07:29 08 Sep 2026 (UTC)

BibTeX

Additional Info

Field	Value
Author	Jonathan Thurn, Clemens Jonscher, Benedikt Hofmeister
Maintainer	Jonathan Thurn
Last Updated	September 7, 2026, 11:23 (UTC)
Created	September 7, 2026, 11:14 (UTC)
License	Creative Commons Attribution-NonCommercial 4.0 International
Dataset Size	15.6 KByte