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;
1994-01-01
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.File in questo prodotto:
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