Zobrazeno 1 - 10 of 12 pro vyhledávání: '"Maurizio Follesa"'
1
The Italian instructions for the design, execution and control of timber constructions (CNR-DT 206 R1/2018)
Autor: Beatrice Faggiano, Antonio Sandoli, Giacomo Iovane, Massimo Fragiacomo, Chiara Bedon, Alessandra Gubana, Carla Ceraldi, Maurizio Follesa, Natalino Gattesco, Costantino Giubileo, Marco Pio Lauriola, Stefano Podestà, Bruno Calderoni
In 2007 the Italian National Research Council published the technical document CNR-DT 206/2007 “Instructions for the design, execution and control of timber structures”, with the purpose to provide a technical support to the operators of the sect
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::33349333d561b22d46bdae6cf8004849
http://hdl.handle.net/11368/3005753
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2
Simplified strategies for the numerical modelling of CLT buildings subjected to lateral loads
Autor: Vincenzo Rinaldi, Daniele Casagrande, Catia Cimini, Maurizio Follesa, Martina Sciomenta, Luca Spera, Massimo Fragiacomo
Nowadays, cross-laminated timber buildings (CLT) are becoming very popular worldwide thanks to the possibility of having ecological and resistant structures. A strong point of CLT buildings is the ability to withstand the seismic actions but, on the
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3668::0b33ffa034cfabcff6f6b47d39aeba6b
https://hdl.handle.net/11590/418608
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3
SEISMIC DESIGN OF CROSS-LAMINATED TIMBER BUILDINGS
Autor: Massimo Fragiacomo, Hiroshi Isoda, John W. van de Lindt, Maurizio Follesa, Thomas Tannert, Haibei Xiong, Paulina Gonzalez, Daniel Moroder
Publikováno v: Scopus-Elsevier
The increasing interest in cross-laminated timber (CLT) construction has resulted in multiple international research projects and publications covering the manufacturing and performance of CLT. Multiple regions and countries have adopted provisions f
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ffdbc06ff34b22646e32703551717f85
https://doi.org/10.22382/wfs-2018-037
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4
The instructions for the design, execution and control of timber construction (CNR-DT 206 R1/2018)
Autor: Bruno, Calderoni, Chiara, Bedon, Carla, Ceraldi, Beatrice, Faggiano, Maurizio, Follesa, Massimo, Fragiacomo, Natalino, Gattesco, Costantino, Giubileo, Gubana, Alessandra, Giacomo, Iovane, Marco Pio Lauriola, Enzo, Martinelli, Benedetto, Pizzo, Stefano, Podestà, Antonio, Sandoli
Publikováno v: Atti del XVIII Convegno ANIDIS "L'ingegneria sismica in Italia", Ascoli Piceno, Italy, 15-19 settembre 2019
info:cnr-pdr/source/autori:Calderoni B., Bedon C., Ceraldi C., Faggiano B., Follesa M., Fragiacomo M., Gattesco N., Giubileo C., Gubana A., Iovane G., Lauriola M.P., Martinelli E., Pizzo B., Podestà S., Sandoli A./congresso_nome:Atti del XVIII Convegno ANIDIS "L'ingegneria sismica in Italia"/congresso_luogo:Ascoli Piceno, Italy/congresso_data:15-19 settembre 2019/anno:2019/pagina_da:/pagina_a:/intervallo_pagine
In 2007 the National Research Council published the technical document DT 206/2007 “Instructions for the design, execution and control of timber structures”, with the purpose to provide a technical support to the operators of the sector, in line
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::3793736837a96f21a0d837f40c14686e
https://publications.cnr.it/doc/418933
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7
Seismic design of a six-storey CLT building in Florence
Autor: Davide Vassallo, Maurizio Follesa, Massimo Fragiacomo
This paper illustrates the seismic design and the construction of a case-study six-storey residential CLT building in Florence, Italy. All the different stages of the design are described, starting from the first dimensioning of the CLT panels made a
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3668::3839abf7c26ec57f4c9b753b4ef6799b
https://hdl.handle.net/11590/418613
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8
Assessment of Seismic Resistance of Conventional Wood-Frame Houses
Autor: Haijiang Chen, Hans Rainer, Chun Ni, Maurizio Follesa, Erol Karacabeyli, Xilin Lu
Publikováno v: Structures Congress 2006.
While there exists a relatively large body of technical information for the engineered design of wood-frame buildings to resist seismic ground motions, the quantitative assessment of seismic resistance of conventional houses built by prescriptive req
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e16f6a26de9b2d5ea1f716ed4495ed1
https://doi.org/10.1061/40889(201)17
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9
Assessment of seismic design parameters for midply wood shear wall system
Autor: Ni, C., Maurizio Follesa, Popovski, M., Karacabeyli, E.
Publikováno v: Scopus-Elsevier
A midply shear wall provides greater lateral load capacity per unit length than a standard shear wall. The improved performance is achieved by placing the sheathing between wall stud members, which subjects the nails to double-shear when the wall is
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6e9633607f64f74c1db12fe8c2609dc4
http://www.scopus.com/inward/record.url?eid=2-s2.0-84865753672&partnerID=MN8TOARS
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10
Research program on the seismic resistance of conventional wood-frame construction
Autor: Rainer, J. H., Lu, X., Ni, C., Cheng, H., Maurizio Follesa, Karacabeyli, E.
Publikováno v: Scopus-Elsevier
Canada's wood products research institute, Forintek Canada Corp., in collaboration with Tongji University of Shanghai, China, and the Trees and Timber Institute, Italy, initiated a research program in 2004 on the seismic resistance of conventional wo
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::940e3d5f677931b01b9ea1e1bdb23a76
http://www.scopus.com/inward/record.url?eid=2-s2.0-84865993651&partnerID=MN8TOARS
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