Zobrazeno 1 - 10
of 125
pro vyhledávání: '"Mario D'Aniello"'
Publikováno v:
Buildings, Vol 14, Iss 8, p 2271 (2024)
Riveted railway bridges with already long structural lives can still be commonly found in service in Europe. In light of their peculiarities, they are often prone to fatigue damage; nevertheless, very few prescriptions regarding fatigue assessment of
Externí odkaz:
https://doaj.org/article/9fbaf23f976f4bddb224d0c9c5848a0d
Publikováno v:
Applied Sciences, Vol 14, Iss 11, p 4676 (2024)
Moment-resisting frames (MRFs) and eccentrically braced frames (EBFs) can be effectively combined in multi-story steel buildings. In fact, MRFs provide redundancy and ductility, while EBFs provide initial and post-yield stiffness with high energy dis
Externí odkaz:
https://doaj.org/article/04de7ccf40af44d5b3007579d2e4e2cd
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2770 (2024)
Parametric Finite Element (FE) simulations were performed to investigate the ultimate flexural of different configurations of friction steel beam-to-column joints equipped with FREEDAM (free from damage) dampers. The main aim of this study was to com
Externí odkaz:
https://doaj.org/article/c96327f79f054c5d9ca90128d84e57ac
Publikováno v:
Buildings, Vol 14, Iss 3, p 784 (2024)
FREEDAM joints have been recently seismically prequalified for applications in European seismically prone countries. Despite their excellent seismic response, FREEDAM joints are not purposely conceived for exceptional loading conditions, such as in t
Externí odkaz:
https://doaj.org/article/17d7783d00ee48d8997af2bea77ce372
Publikováno v:
Buildings, Vol 13, Iss 11, p 2836 (2023)
Metal foams are newly developed engineered materials with attractive mechanical properties such as lightness, high resistance-to-weight ratio, and insulation capabilities. Lately, applications of these technologies have demonstrated the possibility o
Externí odkaz:
https://doaj.org/article/45e9dccb496a4bbcabe5a3a5a24bdd4e
Publikováno v:
Applied Sciences, Vol 13, Iss 6, p 3641 (2023)
The behaviour of seismically damaged steel joints with reduced beam section (RBS) at elevated temperatures has not been widely investigated yet. Therefore, the study summarized in this article aimed to (i) analyse the response of RBS joints at high t
Externí odkaz:
https://doaj.org/article/092f5017393c41b9bf2778185983f6e2
Publikováno v:
Buildings, Vol 13, Iss 1, p 120 (2023)
Steel frames equipped with chevron bracing (Λ-CBF) are usually less ductile than other steel systems. Therefore, in many cases, it can be convenient to design Λ-CBF to exploit their stiffness and resistance to enforce a pseudo-elastic seismic respo
Externí odkaz:
https://doaj.org/article/8d16aecd0c8d4b9ba5a6d03e9cc351c4
Publikováno v:
Materials, Vol 13, Iss 22, p 5079 (2020)
Seismically pre-qualified beam-to-column joints guarantee large ductility in seismic scenarios thanks to the effectiveness of the design rules and technological requirements that are devoted to avoiding the failure of brittle components (i.e., bolts
Externí odkaz:
https://doaj.org/article/c1640e1d3b074bb69988fea9a6831d88
Publikováno v:
Materials, Vol 13, Iss 21, p 4831 (2020)
The seismic response of steel moment resisting frames (MRFs) is influenced by the behavior of joints. Within the ongoing research project “FUTURE”(Full-scale experimental validation of steel moment frame with EU qualified joints and energy effici
Externí odkaz:
https://doaj.org/article/4469da16876841b28e0d40bc0c584d69
Publikováno v:
Technologies, Vol 4, Iss 1, p 5 (2016)
The results of an experimental investigation carried out on steel splices bonded by (Carbon-Fiber–Reinforced Polymers) C-FRPs are presented in this paper. The main aim of the study is to examine the influence of different parameters on the type of
Externí odkaz:
https://doaj.org/article/452444542f3a46ab9a73d3545b0f7ddc