Zobrazeno 1 - 10
of 161
pro vyhledávání: '"Pierre Quenneville"'
Autor:
Nur Liza Rahim, Gary Raftery, Pierre Quenneville, Doh Shu Ing, Marcin Nabiałek, Ramadhansyah Putra Jaya, Norlia Mohamad Ibrahim, Mohd Mustafa Al Bakri Abdullah, Agata Śliwa
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 2, Pp 37-50 (2022)
In Eurocode 5, the stiffness equation for bolted steel-wood-steel is stated as a function ofwood density and fastener diameter only. In this research, an experimental study on various configurations of tested bolted steel-wood-steel (SWS) connections
Externí odkaz:
https://doaj.org/article/134286218b1d4745aa3ec8f335be8a7b
Publikováno v:
Structures. 53:491-500
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1f6159588cea50efdd939a23c930390
https://doi.org/10.1016/j.istruc.2023.04.090
https://doi.org/10.1016/j.istruc.2023.04.090
Publikováno v:
Journal of Structural Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2c4bc5c8de1da7ab53046fd70e06b119
https://doi.org/10.1061/jsendh.steng-12211
https://doi.org/10.1061/jsendh.steng-12211
Publikováno v:
JOURNAL OF SUSTAINABILITY SCIENCE AND MANAGEMENT. 17:79-91
Due to the unsatisfactory performance of MS544-5 in estimating the design capacity of bolted timber connections, this present study was initiated to validate the existing predictive equations used by the Malaysian Standard (MS544-5). An evaluation of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f673200d8fc58916f6001efacf59363b
https://doi.org/10.46754/jssm.2022.06.007
https://doi.org/10.46754/jssm.2022.06.007
Publikováno v:
International Journal of Mechanics. 16:6-14
The experimental results of timber bolted connection tests for the purpose of optimizing the use of current design standard are presented. The test was conducted to investigate the structural performance of bolted connections loaded parallel to the t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eda533a0d37bc011d910a75e5b82b054
https://doi.org/10.46300/9104.2022.16.2
https://doi.org/10.46300/9104.2022.16.2
Publikováno v:
Structures. 33:957-970
The Resilient Slip Friction Joint (RSFJ) is a relatively new friction damper developed and introduced in New Zealand. It is used in structures to dissipate the earthquake energy with the advantage of re-centring the structure back to its upright posi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ec4e78482a0ca7d019230bb574e77be
https://doi.org/10.1016/j.istruc.2021.04.101
https://doi.org/10.1016/j.istruc.2021.04.101
Publikováno v:
Structures. 32:1619-1633
The observations from recent seismic events, shake table tests and large-scale experimental studies showed that mass timber structures demonstrate acceptable seismic performance. For these structures, the connectors are designed to demonstrate a duct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::040e6296d3dd42bea5b84c51e0944268
https://doi.org/10.1016/j.istruc.2021.03.100
https://doi.org/10.1016/j.istruc.2021.03.100
Publikováno v:
Structures. 28:225-234
Timber panelised structures with platform style of construction are favoured by engineers and researchers due to their positive characteristics such as straightforward installation process, relatively high strength to mass ratio and architecturally f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77233324f6ee38212100db77532e6e58
https://doi.org/10.1016/j.istruc.2020.08.071
https://doi.org/10.1016/j.istruc.2020.08.071
Autor:
Pierre Quenneville, Ashkan Hashemi
Publikováno v:
Structures. 27:274-284
Modern seismic-resistant timber structures are designed in a way that the massive timber elements remain elastic, and the earthquake-induced damage is localised in the connections. However, these connections may experience large plastic deformations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::781a7dd16045d3712474b153223affd6
https://doi.org/10.1016/j.istruc.2020.05.050
https://doi.org/10.1016/j.istruc.2020.05.050
Autor:
Pierre Quenneville, Seyed Mohamad Mahdi Yousef-beik, Pouyan Zarnani, Sajad Veismoradi, Hamed Bagheri, Ashkan Hashemi
Publikováno v:
Structures. 26:958-968
The Conventional Timber Brace (CTB) is a simple and economical lateral load resisting system capable of providing a suitable elastic (initial) stiffness, thanks to the stiff behavior of the timber in parallel to the grain direction. However, their in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2e846a8a178182ec2d4dc8110760257
https://doi.org/10.1016/j.istruc.2020.05.029
https://doi.org/10.1016/j.istruc.2020.05.029