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2024 - 2024
S
Seismic Eng.

Haluk Sucuoğlu

Paolo M Calvi

Igor Lanese

Tracy Becker

Kaan Kaatsız

Ugurcan Ozcamur

+3 more

GEM Taxonomy string

W/LO
projectPhoto
2024 - 2024
S
Seismic Eng.

GEM Taxonomy string

W/LO

Long-Term Performance Assessment of Base Isolated Buildings through Field Testing

ERIES-PASFIT

SEISMIC ISOLATION/ DISSIPATIVE DEVICES

Dataset Description

This project involves both numerical and experimental investigations into the performance of sliding bearings. Specifically, full-scale static and dynamic in-situ tests were carried out on a real base-isolated building that has been in service for approximately 15 years. The results of these field tests aim to address significant research gaps related to the behavior and performance of base-isolated structures. Key areas of investigation include: the effects of aging and deterioration on isolators, dynamic interactions with both the substructure and superstructure, and the variability of mechanical properties among isolation devices, as well as the implications of such variability across the isolation plane.

The test specimen is one of the buildings constructed in the aftermath of the 2009 L’Aquila Earthquake. As part of the C.A.S.E. Project, around 150 base-isolated buildings were erected in the vicinity of L’Aquila (Italy) to provide safe housing for approximately 12,000 people left homeless by the disaster.

This project represents a unique initiative within ERIES. It features the first in-situ experimental quantification of the aged, collective behavior of seismically isolated buildings. The knowledge generated will help assess whether existing base-isolated structures perform as intended by Eurocode standards and identify any necessary design modifications to ensure target performance levels under real-world conditions.

The experimental campaign of the ERIES-PASFIT project was conducted using the EUCENTRE-IUSS mobile testing system, MOBILAB, specifically designed to bring on site the advanced laboratories seismic testing capabilities; a video of the test campaign can be found at this link: https://youtu.be/xQtgx_ZMlH0?si=zjRA7kEsWBKhI2UA.

ERIES is funded by the European Commission’s Horizon Europe programme. Coordinated by the Scuola Universitaria Superiore IUSS in Pavia, it has a budget of €11.6 million and spans four years, from 2022 to 2026. The project provides transnational access to cutting-edge research infrastructures in structural, seismic, wind, and geotechnical engineering. It aims to enhance resilience to natural hazards such as earthquakes and extreme wind events by promoting innovative, sustainable solutions to reduce economic losses and social disruption. Furthermore, ERIES supports the development of new technical standards and methodologies, advancing infrastructure safety and fostering frontier research through international collaboration.

In-situ test
Seismic isolation
Curved Surface Sliders bearings
Dynamic test

Specimens

1. Isolated building - Arischia piastra 20.4

2

The specimen is one of the building constructed in the aftermath of the L’Aquila 2009 Earthquake; 150 base isolated buildings were constructed in the surrounding of the city of L’Aquila (Italy) as part of the C.A.S.E. Project, to provide safe housing for approximately 12,000 people left homeless by the earthquake.

The specimen is a the three-story building sits atop a 21 by 45 m, 500 mm thick, reinforced concrete slab. The slab is supported by 32 isolation bearings on top of hollow steel columns. Thus, the isolation system is considered “column-top.” The weight of the building is approximately 600 tons. The isolation system consist of curved surface sliders, with a diameter of 800 mm.

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1. Cyclic test

A series of cyclic tests at different frequencies and amplitudes was conducted in order to investigate the seismic response of the isolated system.

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Instrumentation

The instrumentation adopted was:

- Displacement transducers

- Accelerometers (2g mounted on the slab and on the first and second level, 6g mounted on the third)

- Wire potentiometers

2. Time-history test

A series of time-history tests at different intensities was conducted to investigate the seismic response of the superstructure and the base isolation system.

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Instrumentation

The instrumentation scheme adopted was identical to that used for the previous experiment.

Dataset in Public Repository

DOI

10.60756/euc-bcg5jj63

Publication Date

13 Jun 2025, 12:35

Project Metadata

Rights

Creative Commons Attribution 4.0 International.

CC BY 4.0

CC BY 4.0

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