Zobrazeno 1 - 10
of 13
pro vyhledávání: '"J. H. P. Quenneville"'
Autor:
J. H. P. Quenneville, M. Mohammad
Publikováno v:
Canadian Journal of Civil Engineering. 28:949-959
A new design approach to evaluate the resistance of bolted timber connections loaded perpendicular-to-grain is presented in this paper. The design method consists of calculating the resistances of the ductile failure modes, based on the original Euro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::430b80a74c70570eda93fa675d8f7249
https://doi.org/10.1139/l01-059
https://doi.org/10.1139/l01-059
Autor:
M. Mohammad, J. H. P. Quenneville
Publikováno v:
Canadian Journal of Civil Engineering. 28:254-263
This paper covers the verification tests carried out at the Royal Military College of Canada on woodsteelwood and woodsteel bolted connections. Thirty groups of specimens were tested. Specimen configurations were selected in such a way to inclu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::365d60a6f7a3e92beee2027c4c363275
https://doi.org/10.1139/l00-105
https://doi.org/10.1139/l00-105
Autor:
J. H. P. Quenneville, M. Mohammad
Publikováno v:
Canadian Journal of Civil Engineering. 27:761-773
The current Canadian code provisions for the design of timber bolted connections were essentially developed based on connections showing a ductile behavior and then further modified to account for situations where connections fail in a brittle way. A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::702d7a7060d2a9af8fa478029677f60b
https://doi.org/10.1139/l00-020
https://doi.org/10.1139/l00-020
Autor:
J. H. P. Quenneville, M. Mohammad
Publikováno v:
Journal of Performance of Constructed Facilities. 13:157-162
There are numerous large span timber hangars dating back to World War II. These structures were built with large green timbers and were normally assembled using split rings andor shear plates. Beca...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c94d75acd2a7a1c7af88b284783105ce
https://doi.org/10.1061/(asce)0887-3828(1999)13:4(157)
https://doi.org/10.1061/(asce)0887-3828(1999)13:4(157)
Publikováno v:
Journal of Structural Engineering. 124:203-206
Canadian warships are equipped with free-standing latticed masts, and the research reported here has been aimed at reducing the weight and profile area of these structures and increasing their ability to absorb energy. From initial studies of 11 latt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1e5b8a45a2e2c8a4d28f7a023ac2ec5
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(203)
https://doi.org/10.1061/(asce)0733-9445(1998)124:2(203)
Autor:
J. G. A. Charron, J. H. P. Quenneville
Publikováno v:
Canadian Journal of Civil Engineering. 23:989-997
An experimental study was undertaken to verify the end distance requirements in the CSA Standard O86.1-94 "Engineering design in wood (limit states design)" for split ring and shear plate connectors in joints loaded perpendicular to grain. In a labor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f67c615722a5a6a38bc6df60de0dd5b
https://doi.org/10.1139/l96-906
https://doi.org/10.1139/l96-906
Autor:
J. G. A. Charron, J. H. P. Quenneville
Publikováno v:
Canadian Journal of Civil Engineering. 23:602-613
Two experimental studies were undertaken to verify the effect of the end distance on the resistance of single connector joints using 102 mm split rings and the combined effects of timber connector end distance and spacing on the resistance of double
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e1b61177afda832bc10eaedd14f14b6
https://doi.org/10.1139/l96-869
https://doi.org/10.1139/l96-869
Autor:
M.-A. Erki, J. H. P. Quenneville
Publikováno v:
Journal of Structural Engineering. 121:134-137
The moment-rotation behavior of full-size Warren truss timber connections, using posttensioning as a possible reinforcement scheme, was investigated and compared with the current method of using gu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e3e62897352d7632f0ef1e45c9469db
https://doi.org/10.1061/(asce)0733-9445(1995)121:1(134)
https://doi.org/10.1061/(asce)0733-9445(1995)121:1(134)
Autor:
J. H. P. Quenneville, K. Van Dalen
Publikováno v:
Canadian Journal of Civil Engineering. 18:830-838
This paper examines the concept of enhancing the performance of timber connectors in truss joints by the introduction of transverse prestressing. The behaviour of lap splices of Douglas fir, with 63 mm split-ring connectors and end distances of 50, 1
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57411afae87a9f7e127d94aeadcd54fe
https://doi.org/10.1139/l91-100
https://doi.org/10.1139/l91-100
A simple analytical procedure, which can be used by practicing engineers, for the seismic design of masonry-infilled frames is presented. The analysis procedure, based on the experimental and analytical studies reported in the literature, accounts fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eeec59cb493ba2e41579a0281e750961
https://nrc-publications.canada.ca/eng/view/object/?id=d8b7bac4-bc3f-4773-95ff-4935aef17068
https://nrc-publications.canada.ca/eng/view/object/?id=d8b7bac4-bc3f-4773-95ff-4935aef17068
