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Nonlinear seismic analyses of the "ELSA" buildings
Fajfar, Peter, 1943- ; Drobnič, Dušica
The seismic behaviour of several variants of a four-storey reinforced concrete frame building without and with masonry infill is studied by nonlinear static and dynamic analyses. The results are ...compared with the experimental results obtained in full-scale pseudodynamic tests conducted at ELSA in Ispra. It is concluded that masonry infill strongly influences the structural behaviour and that the global seismic response can be simulated by relatively simple mathematical models
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