Zobrazeno 1 - 10
of 24
pro vyhledávání: '"F M Bartlett"'
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811905100
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d288eafb90863920ebe0bf0403210808
https://doi.org/10.1007/978-981-19-0511-7_10
https://doi.org/10.1007/978-981-19-0511-7_10
Publikováno v:
Wind and Structures An International Journal. 16:373-391
This is the first of two companion papers that analyse ten years of on-site monitoring data for the Confederation Bridge to determine the validity of the original wind speeds and wind loads predicted in 1994 when the bridge was being designed. The ch
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d3c2f9fefd5159cdaaf0bca17a2f5b9
https://doi.org/10.12989/was.2013.16.4.373
https://doi.org/10.12989/was.2013.16.4.373
Publikováno v:
Wind and Structures An International Journal. 16:393-409
This paper uses ten years of on-site monitoring data for the Confederation Bridge to derive wind loads and investigate whether the bridge has experienced its design wind force effects since its completion in 1997. The load effects derived using loads
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac18580c21092a893652184cb6538e0c
https://doi.org/10.12989/was.2013.16.4.393
https://doi.org/10.12989/was.2013.16.4.393
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering History and Heritage. 162:111-117
Blackfriars Bridge in London, Canada, is a wrought-iron bowstring-arch-truss bridge fabricated by the Wrought Iron Bridge Company of Canton, Ohio and erected in 1875. Although typical of the 19 km of wrought-iron bowstrings constructed by the company
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78762535225f02f65c7e59a8da1937ff
https://doi.org/10.1680/ehh.2009.162.2.111
https://doi.org/10.1680/ehh.2009.162.2.111
Autor:
F M Bartlett
Publikováno v:
Canadian Journal of Civil Engineering. 34:1029-1037
This paper presents the rationale for increasing the resistance factor for concrete in compression in the 2004 edition of the Canadian Standards Association (CSA) standard A23.3, Design of concrete structures, from 0.60 to 0.65 and for precast concre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdc6b4cba72f489d1459c28c0284e2c5
https://doi.org/10.1139/l07-034
https://doi.org/10.1139/l07-034
Autor:
F. M. Bartlett, Solomon B. A. Asantey
Publikováno v:
Journal of Bridge Engineering. 10:321-330
The effectiveness of posted load limits in reducing annual maximum live load effects, thus enhancing bridge reliability, is investigated for 12 and 40 m simple span highway bridges. Novel analytical expressions are derived for event gross vehicle wei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e87648a6b93363fca8c51019d8aad0f
https://doi.org/10.1061/(asce)1084-0702(2005)10:3(321)
https://doi.org/10.1061/(asce)1084-0702(2005)10:3(321)
Autor:
F M Bartlett, C R Scollard
Publikováno v:
Canadian Journal of Civil Engineering. 31:977-987
Current rehabilitation practices for aging, post-tensioned, voided-slab bridges typically reduce the geometric properties of the concrete cross section and so permanently increase post-tensioning stresses, change primary and secondary prestress momen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5936d9cc43c3219443b93acc2566d312
https://doi.org/10.1139/l04-057
https://doi.org/10.1139/l04-057
Publikováno v:
Canadian Journal of Civil Engineering. 30:440-448
The 2005 edition of the National Building Code of Canada (NBCC) will adopt a companion-action format for load combinations and specify wind and snow loads based on their 50 year return period values. This paper presents the calibration of these facto
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b068b84cb6bf37f1be27695963a74ba7
https://doi.org/10.1139/l02-086
https://doi.org/10.1139/l02-086
Publikováno v:
Canadian Journal of Civil Engineering. 30:429-439
The 2005 edition of the National Building Code of Canada (NBCC) will adopt a companion-action format for load combinations and specify wind and snow loads based on their 50 year return period values. This paper summarizes statistics for dead load, li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a174de24df3466d336e81d189a113de
https://doi.org/10.1139/l02-087
https://doi.org/10.1139/l02-087
Autor:
F M Bartlett, B J Schmidt
Publikováno v:
Canadian Journal of Civil Engineering. 29:109-118
Changes in the Canadian steel industry warrant a review of the steel resistance factor in CSA Standard S16 (formerly S16.1) "Limit states design of steel structures", originally calibrated in the landmark study by Kennedy and Gad Aly in 1980. This pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c38575eb33178d1ae5ea59145a48e0d
https://doi.org/10.1139/l01-082
https://doi.org/10.1139/l01-082