data access portal logo
projectPhoto
2024 - 2024
S
Seismic Eng.

Dimitris Pitilakis

Lorella Montrasio

Anastasios Anastasiadis

Michele Placido Antonio Gatto

Hing-Ho Tsang

Eleni Filoglou

+2 more

GEM Taxonomy string

S/LFBR
projectPhoto
2024 - 2024
S
Seismic Eng.

GEM Taxonomy string

S/LFBR

Polystyrene for seismic isolation: large-scale field testing of dynamic soil-foundation-structure interaction of geotechnical seismic isolation (GSI) systems founded on expanded polystyrene

ERIES-POLIS

SEISMIC ISOLATION/ DISSIPATIVE DEVICES
SOIL - STRUCTURE INTERACTION

Dataset Description

This dataset includes data from recordings of the forced- and free-vibration response of the prototype structure of EuroProteas resting on embedded expanded polystyrene (EPS) slabs, as a geotechnical seismic isolation. The instrumentation comprised high-resolution accelerometers, seismometers, and laser displacement sensors. The instruments were placed on the soil surface around the foundation, inside the EPS slabs, on the foundation and on the roof of EuroProteas. The dynamic forced-vibration tests covered a wide range of frequencies (1 to 10Hz) and amplitudes (0.1kN to 20kN), whereas the pull-out (free-vibration) tests covered a range of force amplitudes up to 15kN.

Geotechnical seismic isolation
polystyrene
soil-structure interaction

Specimens

1. EuroProteas on EPS

2

The prototype structure of EuroProteas (https://doi.org/10.1016/j.soildyn.2018.04.024) is placed on 50cm thick slabs of expanded polystyrene placed in blocks under the foundation slab.

The instrumentation comprised high-resolution accelerometers, seismometers, and laser displacement sensors. The instruments were placed on the soil surface around the foundation, inside the EPS slabs, on the foundation, and the roof of EuroProteas.

All field tests were executed at the Euroseistest / EuroProteas facility. Drawings, instrumentation layouts, and photos are also included in the dataset.

projectPhoto
projectPhoto
projectPhoto

1. Forced-vibration tests

This test includes data from recordings of the forced-vibration response of the prototype structure of EuroProteas resting on embedded expanded polystyrene (EPS) slabs as a geotechnical seismic isolation.

The eccentric mass shaker was fixed on the roof slab.

The dynamic forced-vibration tests covered a wide range of frequencies (1 to 10Hz) and amplitudes (0.1kN to 20kN),

pdf

pdf

Instrumentation

The instrumentation comprised high-resolution accelerometers, seismometers, and laser displacement sensors. The instruments were placed on the soil surface around the foundation, inside the EPS slabs, on the foundation, and the roof of EuroProteas.

2. Free-vibration tests

This test includes data from recordings of the free-vibration response of the prototype structure of EuroProteas resting on embedded expanded polystyrene (EPS) slabs as a geotechnical seismic isolation.

A wire rope exerted a pull-out force on EuroProteas. The pull-out (free-vibration) tests covered a range of force amplitudes up to 15kN.

pdf

pdf

Instrumentation

The instrumentation comprised high-resolution accelerometers, seismometers, and laser displacement sensors. The instruments were placed on the soil surface around the foundation, inside the EPS slabs, on the foundation, and the roof of EuroProteas.

Dataset in Public Repository

DOI

10.5281/zenodo.15575886

Publication Date

2 Jun 2025, 12:33

Project Metadata

Rights

Creative Commons Attribution 4.0 International.

CC BY 4.0

CC BY 4.0

0 sessions

0 downloads

0 views

0 metadata

0 file previews

view metrics

Feedback

We are always looking to improve the quality of our data and metadata. If you have any feedback or suggestions, please let us know.

Send Feedback