Zobrazeno 1 - 10
of 14
pro vyhledávání: '"J. Buick Davison"'
Publikováno v:
Journal of Constructional Steel Research. 103:37-48
Robustness of structures to prevent progressive collapse has been considered by different building codes since the Ronan Point accident in the UK in 1968 and research on this type of collapse was brought to the fore after the building collapses at th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1b672d9762e9ac93f42a89875d72a91
https://doi.org/10.1016/j.jcsr.2014.07.013
https://doi.org/10.1016/j.jcsr.2014.07.013
Publikováno v:
Fire Safety Journal. 43:50-62
This paper presents a state-of-the-art review on the behaviour of beam-to-column joints in fire and considers experimental and analytical research work on isolated joint configurations conducted with the prime objective of developing moment–rotatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25246405774ed7aae1b0b8cef90cd2e9
https://doi.org/10.1016/j.firesaf.2007.01.002
https://doi.org/10.1016/j.firesaf.2007.01.002
Publikováno v:
Fire Safety Journal. 42:498-506
This paper describes the development of a component-based element for endplate connections in fire. The reported research is part of an ongoing project aimed at understanding joint behaviour in fire. The paper summarises the derivation of the stiffne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d21b2df7cb8b712e9c896202b91784d2
https://doi.org/10.1016/j.firesaf.2007.01.008
https://doi.org/10.1016/j.firesaf.2007.01.008
Autor:
Ian Burgess, J. Buick Davison
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics. 165:219-221
The resistance of steel-framed buildings to progressive collapse in fire is reliant on robust performance of the connections between beams and columns. Ian Burgess and Buick Davison of the University of Sheffield explain how the behaviour of connecti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b7822f582ff7a68539f34e86bd52bd81
https://doi.org/10.1680/eacm.12.00013
https://doi.org/10.1680/eacm.12.00013
Publikováno v:
Journal of Constructional Steel Research. 50:15-34
A new thermal drilling technique (the flowdrill process) has made it possible to use ordinary bolts in tapped holes in relatively thin-walled tubes. This in turn has opened the opportunity for traditional partial depth and flush endplate connections
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be11060e77af85074b0522f884ebd3be
https://doi.org/10.1016/s0143-974x(98)00236-3
https://doi.org/10.1016/s0143-974x(98)00236-3
Publikováno v:
Journal of Constructional Steel Research. 50:35-48
A test programme to obtain experimental data on the behaviour of endplate beam to column connections has been conducted. The reported tests concern joints made between universal beams and tubular columns using endplates bolted directly to the column
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c4d23e5f97060d284ce9c7b1b954dec1
https://doi.org/10.1016/s0143-974x(98)00237-5
https://doi.org/10.1016/s0143-974x(98)00237-5
Strength and rotational response of moment connections to tubular columns using flowdrill connectors
Publikováno v:
Journal of Constructional Steel Research. 50:1-14
Using the flowdrill process it is possible to form threaded holes in steel tubes even with wall thicknesses less than 12 mm. Ordinary bolts may then be used to secure endplate beam connections to tubular columns. A series of tests was conducted to in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::266ff10ec1d78ebbcd7fc673758b9d84
https://doi.org/10.1016/s0143-974x(98)00235-1
https://doi.org/10.1016/s0143-974x(98)00235-1
Publikováno v:
Journal of Structural Engineering. 113:2032-2050
Previous studies of the strength of steel columns are reviewed, with particular attention being given to the role of the column as part of a frame. The concept of partially restrained (PR) construction in the draft LRFD Specification is shown more ap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9024055ef5bea4b3564536d0d9451762
https://doi.org/10.1061/(asce)0733-9445(1987)113:9(2032)
https://doi.org/10.1061/(asce)0733-9445(1987)113:9(2032)
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