Zobrazeno 1 - 10
of 62
pro vyhledávání: '"Trutalli, D"'
Earthquake-resistant CLT structures can be designed in accordance with the concept of non-dissipative or dissipative structural behaviour. In the second case, modern Italian and European seismic codes require the compliance with the capacity design,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7ffa4066cf921edf5f5d19f5de3b6c79
http://hdl.handle.net/11585/737285
http://hdl.handle.net/11585/737285
Timber floors in traditional masonry buildings normally have limited in-plane stiffness, which may be not sufficient to avoid out-of-plane failure of walls or to transmit efficiently seismic forces among walls. Therefore, various stiffening technique
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2c55496cb4f0dd2e8875925ec2cc1435
http://hdl.handle.net/11577/3297158
http://hdl.handle.net/11577/3297158
The presence of unreinforced masonry buildings with timber floors in seismic areas has promoted the development of various retrofitting techniques. Among them, the increase of the in-plane stiffness of the floors is normally assumed as an improvement
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::978f823c3d0897473beb4e96d86295fc
http://hdl.handle.net/11585/735670
http://hdl.handle.net/11585/735670
The paper describes the design process and experimental testing of an innovative dissipative connection suitable for XLam buildings in seismic areas. As XLam technology provides the use of massive timber shear walls characterized by low dissipative c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::5911243b55cfa0c2f11b6f864e7687ad
http://hdl.handle.net/11585/735714
http://hdl.handle.net/11585/735714
Publikováno v:
Scopus-Elsevier
Proceedings of the13th World Conference on Timber Engineering 2014, WCTE 2014, Quebec City, Canada, 13 August 2014
info:cnr-pdr/source/autori:Polastri A., Pozza L., Trutalli D., Scotta R., Smith I./congresso_nome:Proceedings of the13th World Conference on Timber Engineering 2014, WCTE 2014/congresso_luogo:Quebec City, Canada/congresso_data:13 August 2014/anno:2014/pagina_da:/pagina_a:/intervallo_pagine
Proceedings of the13th World Conference on Timber Engineering 2014, WCTE 2014, Quebec City, Canada, 13 August 2014
info:cnr-pdr/source/autori:Polastri A., Pozza L., Trutalli D., Scotta R., Smith I./congresso_nome:Proceedings of the13th World Conference on Timber Engineering 2014, WCTE 2014/congresso_luogo:Quebec City, Canada/congresso_data:13 August 2014/anno:2014/pagina_da:/pagina_a:/intervallo_pagine
The behaviour of multi-storey buildings braced with Cross-Laminated-Timber (CLT) cores and additional shear walls is examined based on numerical analyses of various 3-dimensional configurations. Two ways of calibrating numerical model are proposed ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::17aaf7d18b3f04d3c3317a3eb7f3a465
http://hdl.handle.net/11585/733887
http://hdl.handle.net/11585/733887
Publikováno v:
Proceedings of the 46th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18-Timber Structures, pp. 329–338, 2013
info:cnr-pdr/source/autori:Pozza, L.; Scotta, R.; Trutalli, D.; Ceccotti, A.; Polastri, A./congresso_nome:Proceedings of the 46th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18-Timber Structures/congresso_luogo:/congresso_data:2013/anno:2013/pagina_da:329/pagina_a:338/intervallo_pagine:329–338
info:cnr-pdr/source/autori:Pozza, L.; Scotta, R.; Trutalli, D.; Ceccotti, A.; Polastri, A./congresso_nome:Proceedings of the 46th Meeting, International Council for Research and Innovation in Building and Construction, Working Commission W18-Timber Structures/congresso_luogo:/congresso_data:2013/anno:2013/pagina_da:329/pagina_a:338/intervallo_pagine:329–338
This paper reports a parametric study of various CLT building configurations, to define the effects of some significant structural characteristics on their seismic response and therefore on appropriate q-factor values. An analytical procedure to calc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1866434bcc28f7f4bffbb99dbca377ad
https://publications.cnr.it/doc/313588
https://publications.cnr.it/doc/313588
Publikováno v:
Scopus-Elsevier
Proceedings of the 2nd International Conference on Structures and Architecture, ICSA 2013, pp. 90–97, Guimarães, Portugal, 24-26 July 2013
info:cnr-pdr/source/autori:Pozza L., Trutalli D., Polastri A., Ceccotti A./congresso_nome:Proceedings of the 2nd International Conference on Structures and Architecture, ICSA 2013/congresso_luogo:Guimarães, Portugal/congresso_data:24-26 July 2013/anno:2013/pagina_da:90/pagina_a:97/intervallo_pagine:90–97
Proceedings of the 2nd International Conference on Structures and Architecture, ICSA 2013, pp. 90–97, Guimarães, Portugal, 24-26 July 2013
info:cnr-pdr/source/autori:Pozza L., Trutalli D., Polastri A., Ceccotti A./congresso_nome:Proceedings of the 2nd International Conference on Structures and Architecture, ICSA 2013/congresso_luogo:Guimarães, Portugal/congresso_data:24-26 July 2013/anno:2013/pagina_da:90/pagina_a:97/intervallo_pagine:90–97
The paper discusses the definition of the force modification factor (q-factor) in the literature and its relevance to the design of structures in seismic areas. The available methods for estimating the q-factor are based on the verification of the no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6f8d0c23c7e8d40b4e2e071137916449
http://hdl.handle.net/11577/3108543
http://hdl.handle.net/11577/3108543