Published May 26, 2025 | Version v1

Experimental Campaign for Dynamic Characterization of a Laboratory-Scale Structure

Contributors

Project manager:

  • 1. ROR icon Politecnico di Milano

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.

  1. 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
  2. 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:

  1. Impact Testing Data
    • 32 .mat files corresponding to each test, with sensor labels and pre-scaled acceleration data
    • Metadata provided in .txt files
  2. Random Excitation Testing Data
    • Piezoelectric accelerometers: 17 .mat files with acceleration responses and sampling frequencsy
    • DMM Displacement Data: 16 .mat files structured as MATLAB cell arrays with 96 DOFs
    • Metadata files included

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

Files (498.9 MB)

Name Size
md5:1058d5c7cb370d0b9139ece36929ca0b
497.2 MB Preview Download
md5:9bc38813d874774fe9223fc1b1fca7b9
1.7 MB Preview Download

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.