Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Alessia CAMPICHE"'
Autor:
Alessia Campiche, Silvia Costanzo
Publikováno v:
Symmetry, Vol 12, Iss 11, p 1807 (2020)
Eurocodes are currently under revision within a six-year program by CEN/TC 250. In this framework, concentric bracings, particularly in cross configuration, have been largely debated; indeed, several criticisms affect the seismic design procedure cur
Externí odkaz:
https://doaj.org/article/c121ebe73ec84fae8ee00cb583c14a5d
The evaluation of the response of Cold-formed Steel (CFS) drywall partitions under in-plane earthquake loading is one of the open tasks for understanding the impact of nonstructural elements on the seismic performance of constructions, especially whe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc078465b96217251ab32a4eb8cbab53
https://doi.org/10.21203/rs.3.rs-2686379/v1
https://doi.org/10.21203/rs.3.rs-2686379/v1
Autor:
Roberto Tartaglia, Alessia Campiche
Publikováno v:
Key Engineering Materials. 885:133-139
This paper investigates the performance of extended stiffened end-plate bolted beam-to-column joints subjected a column loss scenario by means of finite element simulations. An advanced numerical model was developed, and its effectiveness was validat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b13fc75c206e177dbcccd02656c15e67
https://doi.org/10.4028/www.scientific.net/kem.885.133
https://doi.org/10.4028/www.scientific.net/kem.885.133
Autor:
Sarmad Shakeel, Alessia Campiche
Publikováno v:
Key Engineering Materials. 885:127-132
The current edition of Eurocode 8 does not cover the design of the Cold-Formed steel (CFS) building structures under the seismic design condition. As part of the revision process of Euro-code 8 to reflect the outcomes of extensive research carried ou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06101f33c4370e287696a30515c294e9
https://doi.org/10.4028/www.scientific.net/kem.885.127
https://doi.org/10.4028/www.scientific.net/kem.885.127
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
Autor:
Alessia Campiche
Publikováno v:
Key Engineering Materials. 873:25-31
Lightweight Steel (LWS) systems, made of Cold Formed Steel (CFS) profiles, are widespread in seismic areas and often preferred to traditional systems. Improving structural performances in order to have higher building is now the goal, which could be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3e13369886bff9b761b4db9c6fb406a
https://doi.org/10.4028/www.scientific.net/kem.873.25
https://doi.org/10.4028/www.scientific.net/kem.873.25
Autor:
Alessia Campiche
Publikováno v:
INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2020.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71354042cbc56a530f844ca6eaa126b0
https://doi.org/10.1063/5.0081642
https://doi.org/10.1063/5.0081642
Publikováno v:
Thin-Walled Structures. 182:110157
A lightweight steel (LWS) drywall façade is one of the most widely used architectural non-structural components in a building. This paper presents the results of in-plane quasi-static reserved cyclic tests carried out on 14 different full-scale faç
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5fd3f6fe0162a870050d0e614f3b70a5
https://doi.org/10.1016/j.tws.2022.110157
https://doi.org/10.1016/j.tws.2022.110157
Lightweight steel (LWS) buildings, made of cold-formed steel (CFS) systems, have many advantages and are often employed in seismic areas as low- and medium rise buildings. However, in Europe the codification does not provide specific rules for seismi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0f69362234508330612327fd50b9d566
http://hdl.handle.net/11588/858151
http://hdl.handle.net/11588/858151
The current structural European codes for seismic design EN1998-1 do not provide design criteria for cold formed steel (CFS) shear walls with steel sheet sheathing, limiting their use as a lateral force resisting system (LFRS) in lightweight steel (L
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b28ed161a796e91e0b484d395418153
http://hdl.handle.net/11588/858147
http://hdl.handle.net/11588/858147