Non-linear analyses and fragility curves of European existing single-story steel buildings

Author:

Formisano Antonio,Di Lorenzo Gianmaria,Landolfo Raffaele

Publisher

AIP Publishing

Reference16 articles.

1. Performance evaluation of a seismic retrofitted R.C. precast industrial building

2. A. Formisano, G. De Matteis, S. Panico, B. Calderoni, and F. M. Mazzolani, “Full-scale test on existing RC frame reinforced with slender shear steel plates,” in Proc. of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2006), 2006), pp. 827–834.

3. A. Formisano, G. De Matteis, S. Panico and F. M. Mazzolani, Seismic upgrading of existing RC buildings by slender steel shear panels: A full-scale experimental investigation, Advanced Steel Construction 4 (1), 26–45 (2008).

4. G. Di Lorenzo, A. Formisano and R. Landolfo, “Structural efficiency assessment of hot-rolled steel profiles,”, in Proc. of the International Colloquium on Stability and Ductility of Steel Structures, 2016), pp. 469–476.

5. On the Origin of I Beams and Quick Analysis on the Structural Efficiency of Hot-rolled Steel Members

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