Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Gianmaria Di Lorenzo"'
Publikováno v:
Journal of Engineering, Vol 2018 (2018)
Predicting the response of beam-to-column joints is essential to evaluate the response of moment frames. The well-known component method is based on a mechanical modelling of the joint, through joint subdivision into more elementary components subseq
Externí odkaz:
https://doaj.org/article/10bdcf1e46dc4082bbc4856de83875ae
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:
Thin-Walled Structures. 188:110780
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba1d4621c43625e570ef702668a17caf
https://doi.org/10.1016/j.tws.2023.110780
https://doi.org/10.1016/j.tws.2023.110780
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
The Italian earthquakes of the last 15 years highlighted the significant seismic vulnerability of industrial buildings, which represent structural typologies at high risk due to their noteworthy exposure. The paper concerns a parametric study on a cl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01c4d396a71aee83cf00d6443e6216a6
https://hdl.handle.net/11588/902382
https://hdl.handle.net/11588/902382
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
Nowadays, the development of rapid and low-impact structural rehabilitation strategies and techniques is very topical. These prerogatives are essential for the seismic retrofit of industrial buildings, for which the seismic retrofit solution should b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c01a99aace8d0602c1810f3a7cc513e2
https://doi.org/10.1007/978-3-031-03811-2_107
https://doi.org/10.1007/978-3-031-03811-2_107
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
Since the ‘80s the use of steel external additive structures is considered one of the most suitable techniques for seismic retrofit of existing RC structures with low dissipative capacity. This structural typology, called exoskeleton, made its firs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aee26c11c23757177c371a4e59dd6d49
https://doi.org/10.1007/978-3-031-03811-2_100
https://doi.org/10.1007/978-3-031-03811-2_100
Publikováno v:
Open Construction and Building Technology Journal, Vol 13, Iss 1, Pp 251-268 (2019)
Background: Corrosion propagation mainly occurs due to environmental conditions and to the absence of adequate maintenance. The corrosion propagation affects the structural performances of slender and thin structures, in particular in the case of str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4fbdcdc208ca997e4d3d976dc5e60970
https://doi.org/10.2174/1874836801913010251
https://doi.org/10.2174/1874836801913010251
Publikováno v:
Journal of Civil Structural Health Monitoring. 9:477-490
The paper deals with the investigation of the seismic behaviour of a masonry church sited in Poggio Picenze (district of L’Aquila) and damaged by the L’Aquila seismic event occurred in Italy on 2009 April 6th. This earthquake, classified as an ex
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc50523951d79ac60206f613868b6e36
https://doi.org/10.1007/s13349-019-00346-7
https://doi.org/10.1007/s13349-019-00346-7
Publikováno v:
Journal of Constructional Steel Research. 154:250-262
Steel three-dimensional lattice trusses are highly efficient technical solutions to cover large spans, especially when single members are not provided with intermediate restraints able to prevent lateral-torsional buckling phenomena. In the present p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c33afa91fe969bbe534a8b108245f116
https://doi.org/10.1016/j.jcsr.2018.12.006
https://doi.org/10.1016/j.jcsr.2018.12.006