Zobrazeno 1 - 10
of 12
pro vyhledávání: '"J. A. C. King"'
Publikováno v:
IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation.
It has been shown that the nonlinear differential equations representing the structural system of a suspension bridge exhibit nonlinear modal coupling that can lead to large torsional vibrations of the bridge deck. Such nonlinear coupling could play
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc29196653dc38a37902ab3f24f8a772
https://doi.org/10.2749/nanjing.2022.0173
https://doi.org/10.2749/nanjing.2022.0173
Publikováno v:
Engineering Structures. 266:114623
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9f2d0b99c1634457ead7731c4ff89c9
https://doi.org/10.1016/j.engstruct.2022.114623
https://doi.org/10.1016/j.engstruct.2022.114623
Publikováno v:
Engineering Structures. 219:110800
Using simplified mathematical representations of suspension bridges, mathematicians have demonstrated that a vertical dynamic forcing can cause large torsional vibrations due to geometric nonlinearities of the bridge that appear to be a structural dy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8fe2b4d3706dd908a663b67fefcda4e4
https://doi.org/10.1016/j.engstruct.2020.110800
https://doi.org/10.1016/j.engstruct.2020.110800
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:
Structures Congress 2008.
The Confederation Bridge was the subject of extensive wind tunnel studies to define the response characteristics and the wind loads for design. The wind climate at the site was studied to better define the wind speeds for design of the completed stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6754803e2fc2c766cf3ff4c14fd1e742
https://doi.org/10.1061/41016(314)121
https://doi.org/10.1061/41016(314)121
Publikováno v:
Structures Congress 2006.
A common configuration of decks on long span cable stayed bridges is to have local stiffness provided by plate girders located near the two edges. However, these sections are susceptible to vortex-induced oscillations that can be disturbing to bridge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62092994468274affdb9c5241eb6fda3
https://doi.org/10.1061/40889(201)192
https://doi.org/10.1061/40889(201)192
Publikováno v:
Journal of Bridge Engineering. 17:182-183
Bilal Bakht; J. Peter C. King; and F. M. Bartlett, M.ASCE Bridge Seismic Engineer-in-Training, Ministry of Transportation and Infrastructure, Victoria, BC V8W 3C8, Canada; formerly, The Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97467aee60adc53e229dca048792cfa1
https://doi.org/10.1061/(asce)be.1943-5592.0000180
https://doi.org/10.1061/(asce)be.1943-5592.0000180
Publikováno v:
Southern Medical Journal. 92:S68
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2091e08914abf509c656fbd77f5e50a
https://doi.org/10.1097/00007611-199911001-00159
https://doi.org/10.1097/00007611-199911001-00159