Zobrazeno 1 - 10
of 152
pro vyhledávání: '"Scotta R."'
Publikováno v:
In Composite Structures 1 December 2016 157:111-120
Publikováno v:
In Computers and Structures 15 April 2016 167:96-114
Publikováno v:
Revista FAVE. 2018, Vol. 17 Issue 1, p45-55. 11p.
Progettisti ed operatori dell’edilizia in legno concordano che l’aspetto critico per le costruzioni in legno è legato alle problematiche di durabilità che si possono manifestare in corrispondenza dall’attacco delle pareti lignee alla fondazio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4094::fe0fb926028a738f64c31d0b3ddf7c6e
http://hdl.handle.net/11585/872914
http://hdl.handle.net/11585/872914
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