Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Luigi FIORINO"'
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
The current edition of Eurocode 8 (EN 1998 (CEN (2004))) does not explicitly cover the earthquake-resistant design of the Lightweight steel (LWS) buildings made with cold-formed steel (CFS) frame. Extensive research has been carried out in the past d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::224984a86d91ddde9d010147a1208492
http://hdl.handle.net/11588/865854
http://hdl.handle.net/11588/865854
A lightweight steel drywall facade (LWS) is one of the most widely used architectural non-structural components of a building. To account for their effect on the structural performance of buildings, simplified numerical models are proposed to simulat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::ec3d0b96e70ee0246fb42554f7117e26
https://hdl.handle.net/11588/905467
https://hdl.handle.net/11588/905467
Autor:
Raffaele Landolfo, Luigi Fiorino
Nowadays the design of seismic-resisting cold-formed steel (CFS) structures are not explicitly covered by European structural standards, even if extensive studies has been carried out in the past decades on this topic and a solid background has long
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::9e6c1f0f5f788b078e3e57e0989ac00c
https://hdl.handle.net/11588/905470
https://hdl.handle.net/11588/905470
Autor:
Beatrice Faggiano, Luigi Fiorino, Vincenzo Macillo, Giulia Bonelli, Claudio Rossi, Federico M. Mazzolani
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
The paper presents the functional and structural rehabilitation of an historical masonry building located in the old town of Naples, which is an UNESCO World Heritage Site. The building was initially built in the 16th century as monastery and in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f3bae6bdf00e3229d8fcdb4d2a3459e8
https://doi.org/10.1007/978-3-031-03811-2_97
https://doi.org/10.1007/978-3-031-03811-2_97
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
Publikováno v:
Thin-Walled Structures. 141:194-207
Earthquake standards around the globe are progressing towards adopting an advanced performance based seismic design approach, providing the guidelines for the newer innovative seismic force resisting systems and codifying the seismic performance of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bbf03024c373fb5a21a640d1b644d096
https://doi.org/10.1016/j.tws.2019.04.017
https://doi.org/10.1016/j.tws.2019.04.017
Publikováno v:
Bulletin of Earthquake Engineering. 17:4217-4245
This study aims to increase the knowledge of the seismic behaviour of low-to-medium rise structures, in which the seismic force-resisting system is provided by cold-formed steel strap-braced walls designed as non-energy-dissipating systems. The dynam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55dcdfb36ff1892bcdbfddc4c8e98ee8
https://doi.org/10.1007/s10518-019-00642-z
https://doi.org/10.1007/s10518-019-00642-z
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