Experimental Campaign for Dynamic Characterization of a Laboratory-Scale Structure
Authors/Creators
Description
Overview
This dataset accompanies the experimental campaign for the dynamic characterization of a laboratory-scale model of a four-story shear-type building. The testing was performed at ETH Zürich under the collaboration of ETH Zürich and Politecnico di Milano. The dataset includes time-series data from impact and random excitation tests conducted using a six-degree-of-freedom hydraulic shaking table (hexapod). The full experimental setup, sensor configurations, testing procedures, and dataset structure are thoroughly documented in the accompanying PDF file: "LabStructure_DynamicTestsOverview_DatasetGuide.pdf"
General description of the target structure: the model of a four-story building, approximately 1.2 meters tall with 0.52-meter square floors, is designed to capture lateral dynamic behavior.
Location of site: the tests were conducted at the Institute of Structural Engineering (IBK), ETH Zürich, Switzerland.
Test phases and measurement systems: Two major testing phases were performed.
- Impact testing (Experimental Modal Analysis):
- Excitation eith a modal impact hammer
- Response measured using 6 uniaxial piezoelectric accelerometers in a roving configuration
- Sampling rate: 100 Hz
- Total of 32 tests, each comprising eight consecutive impacts
- Random Excitation via Hexapod:
- Tests conducted at low, medium, and high RMS levels
- Directions: x-axis, y-axis, and combined x-y axis
- Two structural states tested: baseline (undamaged) and damaged (via bolt loosening)
- Measurements taken using:
- 8-channel piezoelectric accelerometers (sampling rate: 500 Hz)
- Optical tracking system (DMM - Optotrack Certus HD) for displacement (sampling rate: 200 Hz)
- Three sensor layout configurations used in this phase
Damage Scenario: simulated by loosening bolts at nodes 21-25 on the third floor, affecting the structural stiffness and dynamic response.
Structural Health Monitoring (SHM) motivation: this testbed is used to assess and benchmark vibration-based monitoring methodologies. By introducing a controlled damage state, the dataset supports studies in damage detection and system identification.
Structure of the dataset
The dataset is provided as a compressed .zip folder and is accompained with a PDF file describing the structure, testing procedure, labeling, nomenclature and reference systems adopted:
- LabStructure_DynamicTestData
.zip- dataset - LabStructure_DynamicTestsOverview_DatasetGuide
.pdf- accompaining document
The dataset is organized into two main parts:
- Impact Testing Data
- 32
.matfiles corresponding to each test, with sensor labels and pre-scaled acceleration data - Metadata provided in
.txtfiles
- 32
- Random Excitation Testing Data
- Piezoelectric accelerometers: 17
.matfiles with acceleration responses and sampling frequencsy - DMM Displacement Data: 16
.matfiles structured as MATLAB cell arrays with 96 DOFs - Metadata files included
- Piezoelectric accelerometers: 17
How to cite this dataset
Brambilla, M., Dertimanis, V., Chatzi, E., Chiariotti, P., & Cigada, A. (2025). Experimental Campaign for Dynamic Characterization of a Laboratory-Scale Structure [Dataset]. Zenodo. https://doi.org/10.5281/zenodo.15516419
Bibtex
@dataset{brambilla2025experimental, author = {Brambilla, Matteo and Dertimanis, Vasilis and Chatzi, Eleni and Chiariotti, Paolo and Cigada, Alfredo}, title = {Experimental Campaign for Dynamic Characterization of a Laboratory-Scale Structure}, year = {2025}, publisher = {Zenodo}, doi = {10.5281/zenodo.15516419}, url = {https://doi.org/10.5281/zenodo.15516419}, note = {Dataset}}
Files
LabStructure_DynamicTestData.zip
Additional details
References
- Kyriakos Alexandros Chondrogiannis, Vasilis Dertimanis, Boris Jeremic, and Eleni Chatzi. Design of the negative stiffness negsv mechanism for structural vibration attenuation exploiting resonance. International Journal of Mechanical Sciences, 260:108640, 2023.
- Kyriakos Alexandros Chondrogiannis, Antonios Mantakas, Moris Kalderon, Konstantinos Kapasakalis, Vasilis Dertimanis, Evangelos Sapountzakis, Ioannis Antoniadis, and Eleni Chatzi. Experimental design of the k-damper device for attenuating vibrations in structural applications. Proceedings of the World Conference on Earthquake Engineering 2024 (WCEE 2024), 2024.