Damage identification of a 3D full scale steel-concrete composite structure with partial-strength joints at different pseudo-dynamic load levels

Author:

Molinari M.,Savadkoohi A. T.,Bursi O. S.,Friswell M. I.,Zonta D.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. Caramelli S, Salvatore W et al. Applicability of composite structure to sway frames. Eur Report, ECSC project no. 7210-PR-250, European Community, 2004.

2. Bursi OS, Caramelli S, Fabbrocino G, Molina J, Taucer F, Salvatore W, Zandonini R. 3D full scale seismic testing of a steel-concrete composite building at ELSA. Eur Report, Joint research Centre, European Community, 2004.

3. Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure-part I: design and testing procedure;Braconi;Earthquake Engineering and Structural Dynamics,2008

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