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Number of items: 6.


Di Sarno, Luigi ORCID: 0000-0001-6244-3251, Wu, Jing-Ren ORCID: 0000-0003-0433-9629, D'Aniello, Mario, Costanzo, Silvia, Landolfo, Raffaele, Kwon, Oh-Sung and Freddi, Fabio (2019) ASSESSMENT OF EXISTING STEEL FRAMES WITH INFILLS UNDER MULTIPLE EARTHQUAKES. In: 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering, 2019-6-24 - 2019-6-26.


Di Sarno, Luigi ORCID: 0000-0001-6244-3251, Freddi, Fabio, D'Aniello, Mario, Kwon, Oh-Sung, Wu, Jing-Ren ORCID: 0000-0003-0433-9629, Gutiérrez-Urzúa, Fernando, Landolfo, Raffaele, Park, Jamin, Palios, Xenofon and Strepelias, Elias (2021) Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills. Journal of Constructional Steel Research, 185. p. 106873.


Gutierrez-Urzua, Fernando, Freddi, Fabio and Di Sarno, Luigi ORCID: 0000-0001-6244-3251 (2021) Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 181. p. 106589.


Freddi, Fabio, Galasso, Carmine, Cremen, Gemma, Dall’Asta, Andrea, Di Sarno, Luigi ORCID: 0000-0001-6244-3251, Giaralis, Agathoklis, Gutiérrez-Urzúa, Fernando, Málaga-Chuquitaype, Christian, Mitoulis, Stergios A, Petrone, Crescenzo et al (show 6 more authors) (2021) INNOVATIONS in earthquake risk reduction for resilience: RECENT advances and challenges. International Journal of Disaster Risk Reduction, 60. p. 102267.


Wu, Jing-Ren, Di Sarno, Luigi ORCID: 0000-0001-6244-3251, Freddi, Fabio and D'Aniello, Mario (2022) Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship. Engineering Structures, 267. p. 114699.


Di Sarno, Luigi ORCID: 0000-0001-6244-3251, Wu, Jing-Ren, Freddi, Fabio, Gutiérrez-Urzúa, Fernando, D’Aniello, Mario and Bousias, Stathis (2022) Numerical Modelling of Masonry Infill Walls in Existing Steel Frames Against Experimental Results. .

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