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Abstract

Seismic tests have been conducted on two 3-storey buildings protected with fluid-viscous spring damper devices. One of the buildings was a reinforced concrete frame with clay elements in the slabs. The spring dampers were installed through K bracing in between the floors. The tests were performed by means of the pseudodynamic method on full-size specimens and by implementing a specific compensation strategy for the strain rate effects at the devices. The tests results allowed comparing the behaviour of the unprotected buildings with several protected configurations showing the benefits of the application of the devices and the characteristics of their behaviour.

Additional information

Authors: MOLINA J ET AL, University of Udine, Department of Civil Engineering, Udine (IT);TERENZI G, University of Florence, Department of Civil Engineering, Florence (IT)
Bibliographic Reference: EUR 20993 EN (2003), 19 pp. Free of charge
Availability: Available from European Commission, JRC Knowledge Management Unit, Ispra (IT) Tel: +39-033278-9843 or +39-033278-9864 Fax: +39-033278-9623 E-mail: jrc-publications-office@ec.europa.eu
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