The paper describes the main feature of an experimental research on masonry buildings aimed at assessing the efficiency of strenghtening devices. Tests are carried out with multiple excitations. A method for identifying modal parameters in such conditions is presented.

Dynamic behaviour of masonry buildings subjected to multi-directional seismic excitation

BENEDETTI, DUILIO;LIMONGELLI, MARIA GIUSEPPINA;
1994

Abstract

The paper describes the main feature of an experimental research on masonry buildings aimed at assessing the efficiency of strenghtening devices. Tests are carried out with multiple excitations. A method for identifying modal parameters in such conditions is presented.
Proc. of the 2nd Italian-French Sympositim on Strengthening and Repair of Structures in Seismic Area
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11311/535794
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