Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Precast industrial buildings"'
Autor:
Michele Egidio Bressanelli, Davide Bellotti, Andrea Belleri, Francesco Cavalieri, Paolo Riva, Roberto Nascimbene
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
This research evaluates the influence of different modelling assumptions on the global and local seismic risk assessment of code-conforming precast reinforced concrete buildings, specifically single-story industrial buildings. In particular the model
Externí odkaz:
https://doaj.org/article/04d9a71239f2446aa5b79a098d68e966
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
The 2012 Emilia earthquakes caused significant damage to existing precast reinforced concrete (RC) industrial buildings not specifically designed to resist seismic actions. The main failure mechanisms were related to the loss of support of beams and
Externí odkaz:
https://doaj.org/article/b6c4faf1d97749919885a8003a94efd2
Akademický článek
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Autor:
Marco Bosio, Chiara Di Salvatore, Davide Bellotti, Luca Capacci, Andrea Belleri, Valeria Piccolo, Francesco Cavalieri, Bruno Dal Lago, Paolo Riva, Gennaro Magliulo, Roberto Nascimbene, Fabio Biondini
Old precast buildings are often characterized by poor detailing that may hamper the structural performance, particularly in the case of earthquakes. This is essentially related to: (i) a limited past knowledge of seismic design and behaviour, also re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::caae6a217f514f19947b53c254b4fba4
http://hdl.handle.net/11588/873886
http://hdl.handle.net/11588/873886
Autor:
Davide Bellotti, Michele Egidio Bressanelli, Andrea Belleri, Francesco Cavalieri, Paolo Riva, Roberto Nascimbene
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
This research evaluates the influence of different modelling assumptions on the global and local seismic risk assessment of code-conforming precast reinforced concrete buildings, specifically single-story industrial buildings. In particular the model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ecb4711219d6fb9056b702a7f6b5fa23
https://www.frontiersin.org/articles/10.3389/fbuil.2021.629956/full
https://www.frontiersin.org/articles/10.3389/fbuil.2021.629956/full
Akademický článek
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Akademický článek
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The evaluation of the loss-of-support conditions of frictional beam-to-column connections using simplified numerical models describing the transverse response of a portal-like structure is presented in this paper considering the effects of the seismi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46b71359146bcf57809eb4c8931bcc71
https://hdl.handle.net/11590/438940
https://hdl.handle.net/11590/438940
This paper presents the evaluation of the loss-of-support conditions in frictional beam-to-column connections of industrial precast concrete buildings under seismic actions. This type of connection is widespread throughout Southern Europe in non-seis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::23c0fe8cf487e5c8b54bf1c36c9d58eb
http://hdl.handle.net/11573/1074844
http://hdl.handle.net/11573/1074844
Autor:
Mehmet Palanci, Sevket Murat Senel
Publikováno v:
Structural Engineering and Mechanics. 48:257-274
In this study, seismic performance of one story hinged precast buildings, which represents the majority of existing lightweight industrial building stock of Turkey, was assessed. A lot of precast buildings, constructed in one of the important seismic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5afe8136a8ab4ae3c337195377222fe6
https://doi.org/10.12989/sem.2013.48.2.257
https://doi.org/10.12989/sem.2013.48.2.257