Zobrazeno 1 - 10
of 24
pro vyhledávání: '"member thickness"'
Autor:
Nilforoush Rasoul
Publikováno v:
Nordic Concrete Research, Vol 60, Iss 1, Pp 105-129 (2019)
Current theoretical models for predicting the concrete cone breakout capacity of tension loaded headed anchors do not consider the influence of member thickness, size of anchor head, and orthogonal surface reinforcement. In the present study, the inf
Externí odkaz:
https://doaj.org/article/da3e7f840b444d7eabae2555c612242a
Publikováno v:
Structural Concrete. 23:2803-2819
Anchor channels are frequently used in curtain wall applications and are expected to meet several requirements, such as installation in floor slabs with limited member thickness, small edge distances, pockets, etc. An extensive numerical parametric s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f809f708d2dff2940d3402051af73571
https://doi.org/10.1002/suco.202100492
https://doi.org/10.1002/suco.202100492
Akademický článek
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Autor:
Akbar Rostampoor haftkhani, Ghanbar Ebrahimi, Mohammad Arabi, Mehdi Tajvidi, Mohammad Layeghi
Publikováno v:
تحقیقات علوم چوب و کاغذ ایران, Vol 27, Iss 1, Pp 100-113 (2012)
The purpose of this study was to investigate the effects of the screw diameter and pilot holes diameter as well as end distance, thickness of side and main members and screw type on the lateral load of joints made from various screws on commercial wo
Externí odkaz:
https://doaj.org/article/cd6fb1fc61d84585a99f44029901874a
Autor:
Kei Sawata, Yoshihisa Sasaki
Publikováno v:
Journal of Wood Science. 64:601-611
Loading tests were conducted on nailed connections with decay due to a brown rot fungus. The effect of the decay on the lateral strength of nailed connections was investigated. After loading tests, the sound and decayed regions of a nailed connection
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1a6808f00a7661c5ee6ec2f0b9676e4d
https://doi.org/10.1007/s10086-018-1734-8
https://doi.org/10.1007/s10086-018-1734-8
Akademický článek
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Autor:
Nilforoush, Rasoul
Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structur
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333
Cast-in-place anchor bolts embedded in plain and steel fibre-reinforced normal- and high-strength concrete members were subjected to monotonic tensile loads. The influence of the concrete member thickness, concrete strength, and the addition of steel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::ce04c7511b5c8a43c2276bf557d2edd8
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63862
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63862
Publikováno v:
木材学会誌. 56(5):317-325
Single shear tests were conducted on nailed timber joints with varying main member thickness, side member thickness and nail length projecting from the main member, and their effects on various shear performances of mailed joints were investigated. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::10054786e30d04a5f02528d9dcbc8df1
http://hdl.handle.net/2115/68011
http://hdl.handle.net/2115/68011
Publikováno v:
Mokuzai Gakkaishi. 56:317-325
Single shear tests were conducted on nailed timber joints with varying main member thickness, side member thickness and nail length projecting from the main member, and their effects on various shear performances of nailed joints were investigated. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::193af1616f61386e39145aced7fe88cb
https://doi.org/10.2488/jwrs.56.317
https://doi.org/10.2488/jwrs.56.317