Zobrazeno 1 - 10
of 195
pro vyhledávání: '"M. Follesa"'
According to Eurocode 8 moderate to high dissipative behaviour of timber structures requires sufficient ductility of the critical regions. Earlier experiments on timber connections with slotted-in steel plates and laterally loaded common steel dowels
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7fc74284a0385f764da6c3fa948609a1
https://hdl.handle.net/11590/418593
https://hdl.handle.net/11590/418593
Autor:
Alessandro Vittorio Bergami, D. Vassallo, Bruno Briseghella, Camillo Nuti, L. Franciosini, C. Casadei, M. Follesa
Publikováno v:
Life-Cycle Civil Engineering: Innovation, Theory and Practice ISBN: 9780429343292
This paper deals with the design of an innovative school building under construction in the historical center of Ariano Irpino (Italy). The building has been designed to be integrated into the historical Town, with very peculiar and innovative struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2634721a566aec6a83c84208490f82bf
https://hdl.handle.net/11380/1287392
https://hdl.handle.net/11380/1287392
Autor:
M. Follesa, Massimo Fragiacomo
Publikováno v:
Engineering Structures. 168:628-642
This paper presents the results of a numerical study aimed to investigate the seismic behaviour of mixed multi-storey wood buildings made of CLT and Light-Frame shear walls acting at the same level. Eurocode 8 provides little information on the seism
Publikováno v:
Soil Dynamics and Earthquake Engineering. 149:106802
Practice-oriented finite element (FE) modelling strategies represent a fundamental tool for the seismic analysis and design of Cross Laminated Timber (CLT) structures. Although substantial research has been undertaken concerning the seismic behaviour
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030036751
The paper takes into account the most important wood based products used in architecture, structural engineering and design. The amount of roundwood, sawnwood and wood panel production is analysed and forest certification is reported as possible tool
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::107c353d957fd3da7fda086959ca6ad9
http://hdl.handle.net/11697/141677
http://hdl.handle.net/11697/141677
Publikováno v:
Construction and Building Materials. 266:121152
In the seismic design of structures according to the dissipative structural behaviour, the connection ductility is crucial in order to ensure the desired level of energy dissipation of the overall structure. Therefore, in case of ductile zones compos
This paper presents the design and construction of a six-storey residential cross-laminated timber (CLT) building in Florence, Italy. The different phases of the design process are described in detail, together with the production, transportation and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::09161a6a804ab57fa7ed249a22bae215
http://hdl.handle.net/11697/144811
http://hdl.handle.net/11697/144811
Autor:
Massimo Fragiacomo, D. Vassallo, D. Canetti, Maurizio Piazza, M. Follesa, Simone Rossi, Daniele Casagrande, Roberto Tomasi
Publikováno v:
Engineering structures
Engineering structures 168 (2018): 736–747. doi:10.1016/j.engstruct.2018.04.090
info:cnr-pdr/source/autori:Follesa M., Fragiacomo M., Casagrande D., Tomasi R., Piazza M., Vassallo D., Canetti D., Rossi S./titolo:The new provisions for the seismic design of timber buildings in Europe/doi:10.1016%2Fj.engstruct.2018.04.090/rivista:Engineering structures/anno:2018/pagina_da:736/pagina_a:747/intervallo_pagine:736–747/volume:168
Engineering structures 168 (2018): 736–747. doi:10.1016/j.engstruct.2018.04.090
info:cnr-pdr/source/autori:Follesa M., Fragiacomo M., Casagrande D., Tomasi R., Piazza M., Vassallo D., Canetti D., Rossi S./titolo:The new provisions for the seismic design of timber buildings in Europe/doi:10.1016%2Fj.engstruct.2018.04.090/rivista:Engineering structures/anno:2018/pagina_da:736/pagina_a:747/intervallo_pagine:736–747/volume:168
This paper presents the results of the ongoing work on the revision of the provisions for the seismic design of timber buildings in Europe included within Chapter 8 of Eurocode 8. The most recent research results and technical developments regarding
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ab1bc6a31e8a256e23a22d1f5ed979e0
http://hdl.handle.net/11697/125950
http://hdl.handle.net/11697/125950
Autor:
Daniele Casagrande, Dag Pasquale Pasca, M. Follesa, Roberto Tomasi, Matteo Izzi, Stefano Bezzi
Publikováno v:
Engineering structures
Engineering structures 170 (2018): 42–52. doi:10.1016/j.engstruct.2018.05.060
info:cnr-pdr/source/autori:Izzi M., Casagrande D., Bezzi S., Pasca D., Follesa M., Tomasi R./titolo:Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review/doi:10.1016%2Fj.engstruct.2018.05.060/rivista:Engineering structures/anno:2018/pagina_da:42/pagina_a:52/intervallo_pagine:42–52/volume:170
Engineering structures 170 (2018): 42–52. doi:10.1016/j.engstruct.2018.05.060
info:cnr-pdr/source/autori:Izzi M., Casagrande D., Bezzi S., Pasca D., Follesa M., Tomasi R./titolo:Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review/doi:10.1016%2Fj.engstruct.2018.05.060/rivista:Engineering structures/anno:2018/pagina_da:42/pagina_a:52/intervallo_pagine:42–52/volume:170
Cross-Laminated Timber (CLT) structures exhibit satisfactory performance under seismic conditions. This is possible because of the high strength-to-weight ratio and in-plane stiffness of the CLT panels, and the capacity of connections to resist the l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1d41e4597b931d50c778ca1ed73c30d
https://hdl.handle.net/11250/2834713
https://hdl.handle.net/11250/2834713
Publikováno v:
Construction & building materials 122 (2016): 202–213. doi:10.1016/j.conbuildmat.2016.06.082
info:cnr-pdr/source/autori:Christovasilis I.P., Brunetti M., Follesa M., Nocetti M., Vassallo D./titolo:Evaluation of the mechanical properties of cross laminated timber with elementary beam theories/doi:10.1016%2Fj.conbuildmat.2016.06.082/rivista:Construction & building materials/anno:2016/pagina_da:202/pagina_a:213/intervallo_pagine:202–213/volume:122
info:cnr-pdr/source/autori:Christovasilis I.P., Brunetti M., Follesa M., Nocetti M., Vassallo D./titolo:Evaluation of the mechanical properties of cross laminated timber with elementary beam theories/doi:10.1016%2Fj.conbuildmat.2016.06.082/rivista:Construction & building materials/anno:2016/pagina_da:202/pagina_a:213/intervallo_pagine:202–213/volume:122
This paper presents a study on the assessment of the mechanical properties of cross laminated timber (CLT) panels based on four-point bending tests. The most recent or well-established analytical theories have been implemented to estimate stiffness a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ce8253d3ec6a43143a443ace8131b6c7
https://hdl.handle.net/11590/418602
https://hdl.handle.net/11590/418602