Zobrazeno 1 - 10
of 56
pro vyhledávání: '"Kjell Arne Malo"'
Publikováno v:
Buildings, Vol 14, Iss 9, p 2975 (2024)
The light weight and moderate stiffness of multistorey timber buildings make them susceptible to increased lateral displacements and accelerations under service-level wind loading. Therefore, the fulfilment of serviceability requirements is a major c
Externí odkaz:
https://doaj.org/article/ce405ccd53c14e96887f6e9b57f317fe
Publikováno v:
European Journal of Wood and Wood Products. 80:753-770
A new timber frame structural system consisting of continuous columns, prefabricated hollow box timber decks and beam-to-column moment-resisting connections is investigated. The hollow box timber decks allow long spans with competitive floor height a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0297709098bdabd9425e89afa2c8e478
https://doi.org/10.1007/s00107-021-01783-2
https://doi.org/10.1007/s00107-021-01783-2
Publikováno v:
Journal of Building Engineering. 72:106607
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::999e853fb2d7060584f6b492d4fd08a0
https://doi.org/10.1016/j.jobe.2023.106607
https://doi.org/10.1016/j.jobe.2023.106607
Publikováno v:
Forest Products Journal. 71:111-123
As long-spanning timber floor elements attempt to achieve a meaningful market share, proof of serviceability continues to be a demanding task as international consensus remains unsettled. Initiatives to improve vibration levels are achievable, but a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34c7877207e64dd7fa59e9615a0c33fe
https://doi.org/10.13073/fpj-d-20-00067
https://doi.org/10.13073/fpj-d-20-00067
Autor:
Katarzyna Ostapska, Kjell Arne Malo
Publikováno v:
International Journal of Solids and Structures. 212:46-60
The double notched shear test specimen has been redesigned to test wood in structural component scale using a compression test setup. A parametric finite element method (FEM) study was performed to obtain the best specimen shape within a domain of ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::205327bafb2878db041a21491565e865
https://doi.org/10.1016/j.ijsolstr.2020.11.022
https://doi.org/10.1016/j.ijsolstr.2020.11.022
Publikováno v:
Construction and Building Materials
The use of moment-resisting frames with semi-rigid connections as a lateral load-carrying system in timber buildings can reduce the need for bracing with diagonal members or walls and allow for more open and flexible architecture. The overall perform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8fe4e152e90012615a5434e42a26b302
https://hdl.handle.net/11250/2978880
https://hdl.handle.net/11250/2978880
Publikováno v:
European Journal of Wood and Wood Products. 77:821-832
The mechanical behaviour of timber loaded in compression perpendicular to grain is essential for a rational design of many timber structures. Structural components frequently exposed to such loading include studs on bottom rails, stress-laminated tim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd717f1f5d0c20029e9fc3e9ab9b1b7a
https://doi.org/10.1007/s00107-019-01437-4
https://doi.org/10.1007/s00107-019-01437-4
Publikováno v:
Holzforschung. 73:715-725
The effects of variation in humidity coupled with long-term loading give rise to dimensional changes and creep effects in wooden elements. Many wooden products such as cross-laminated timber (CLT) plates as well as many common structural details used
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68b32cc860ee39bc0675138ffa86bb3c
https://doi.org/10.1515/hf-2018-0218
https://doi.org/10.1515/hf-2018-0218
Publikováno v:
Engineering structures
Long-span timber floor elements increase the adaptability of a building and they exhibit a significant market potential. High cost of the floor elements is a challenge, and the timber sector is under substantial pressure to find more economical solut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ce149911fe250b9360dd89d2e81b6fd8
https://hdl.handle.net/11250/2990674
https://hdl.handle.net/11250/2990674
Publikováno v:
European Journal of Wood and Wood Products
Long-span timber floor elements increase the flexibility of a building and exhibit a significant market potential. Timber floor elements are endeavouring to fulfil this potential, but building projects employing long-span timber floors have encounter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::38e8b417ed20ede8a231ba184bcb84ca
https://hdl.handle.net/11250/2755954
https://hdl.handle.net/11250/2755954