Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Attilio De Martino"'
Publikováno v:
Buildings, Vol 9, Iss 11, p 228 (2019)
Building systems fabricated with cold-formed steel (CFS) profiles and members made of wood, gypsum, or other materials allow solving a range of issues arising in common constructional elements thanks to their advantages, such as lightness, strength,
Externí odkaz:
https://doaj.org/article/28cc540730c14d62af71130ecd6cca05
Publikováno v:
Buildings, Vol 9, Iss 9, p 196 (2019)
The design procedure codified within current Eurocode 8 for dissipative moment resisting and concentrically braced frames have led to the design of massive systems characterized in the most of cases by poor energy dissipation capacity. The research a
Externí odkaz:
https://doaj.org/article/63bb6d2d48da42fa86b9184e82546485
Publikováno v:
Key Engineering Materials. 873:33-37
Steel moment resisting frames (MRFs) compliant with EN1998-1 are generally overdesigned in order to satisfy the requirements for lateral deformability and P-Delta effects. On the contrary, the North American codes (e.g. ASCE7) give different rules fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09196098cb3e79aaed2e03e1c332cfc5
https://doi.org/10.4028/www.scientific.net/kem.873.33
https://doi.org/10.4028/www.scientific.net/kem.873.33
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
The present work is focused on seismic assessment and retrofit of the beam-to-column joints of an existing non-conforming steel building. Refined finite element analyses were performed to investigate the performance of the existing beam-to-column joi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a3546e9138f9378232c884f5f79314a3
https://hdl.handle.net/11588/900482
https://hdl.handle.net/11588/900482
Publikováno v:
Open Construction and Building Technology Journal, Vol 12, Iss 1, Pp 132-139 (2018)
Background: Steel beam-to-column joints are generally designed and analysed considering the response parame-ters in their main bending plane, disregarding the influence of the connections and the related beams in the transverse direction. However, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc67cdcd89e9780deb5851965c883d82
https://doi.org/10.2174/1874836801812010132
https://doi.org/10.2174/1874836801812010132
Publikováno v:
Key Engineering Materials. 763:1147-1154
Chevron concentrically braced frames (C-CBFs) are expected to provide limited ductility in the framework of Eurocode 8: differently from North American codes, lower values of behavior factors are recommended by EN 1998 for C-CBFs than for other conce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d2d79c0e20fe61a3e99445197806f1c
https://doi.org/10.4028/www.scientific.net/kem.763.1147
https://doi.org/10.4028/www.scientific.net/kem.763.1147
Publikováno v:
ce/papers. 1:570-579
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17b83a359e8f6586971d26d762451021
https://doi.org/10.1002/cepa.94
https://doi.org/10.1002/cepa.94
Publikováno v:
ce/papers. 1:560-569
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa722617cc7894f12465232f423be414
https://doi.org/10.1002/cepa.93
https://doi.org/10.1002/cepa.93
Cross concentrically braced frames are commonly used in seismic design of steel buildings at any seismicity, owing to their large lateral stiffness, simplicity of design and limited constructional cost. The seismic design criteria provided by current
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::27f822c9681e118b19d2bfe8028a4cc4
http://hdl.handle.net/11588/819464
http://hdl.handle.net/11588/819464
Publikováno v:
Scopus-Elsevier
Steel joints for moment resisting frames in seismic areas are designed in accordance with the capacity-based design principles This design philosophy can be also effectively implemented to enhance the robustness of structures against progressive coll
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da4e55c4a5974d15c94ace5a920907bf
https://doi.org/10.7712/120119.6902.19325
https://doi.org/10.7712/120119.6902.19325