The project FUSEIS carried out with the financial grant of the Research Programme of the Research Fund for Coal and Steel of the European Union (RFCS-CT-2008-00032), initiated in July 2008 and aims at developing two innovative types of seismic resistant steel frames with dissipative fuses. In case of strong earthquakes damage will concentrate only in the fuses, which will be easily and inexpensively replaceable. This paper presents the results of experimental and numerical investigations on the behaviour of overall frames with one of the two types of devices under cyclic and dynamic loading.

Seismic resistant composite steel frames with dissipative devices

CASTIGLIONI, CARLO ANDREA;DREI, ALBERTO;
2012-01-01

Abstract

The project FUSEIS carried out with the financial grant of the Research Programme of the Research Fund for Coal and Steel of the European Union (RFCS-CT-2008-00032), initiated in July 2008 and aims at developing two innovative types of seismic resistant steel frames with dissipative fuses. In case of strong earthquakes damage will concentrate only in the fuses, which will be easily and inexpensively replaceable. This paper presents the results of experimental and numerical investigations on the behaviour of overall frames with one of the two types of devices under cyclic and dynamic loading.
2012
Behaviour of steel structures in seismic areas
9780415621052
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/653330
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