Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Allan Jowsey"'
Publikováno v:
International Handbook of Structural Fire Engineering ISBN: 9783030771225
In conventional prescriptive design, the fire performance of load-bearing structural elements is regularly defined in the temperature domain. When a more comprehensive structural behavior analysis is performed in the strength domain, the analysis of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20fd5ce07e9b4804383df6eb632bba27
https://doi.org/10.1007/978-3-030-77123-2_5
https://doi.org/10.1007/978-3-030-77123-2_5
Publikováno v:
Rush, D, Bisby, L, Gillie, M, Jowsey, A & Lane, B 2015, ' Furnace tests on unprotected and protected concrete filled hollow structural hollow sections ', Fire Safety Journal, vol. 78, pp. 71-84 . https://doi.org/10.1016/j.firesaf.2015.07.007
The accurate prediction of cross-sectional temperatures within concrete filled steel hollow (CFS) sections is critical for the accurate prediction of fire resistance. Whilst there have been many thermal and structural tests conducted on CFS columns,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3fa1293d07bbf03a2471d4f4877ae64e
https://doi.org/10.1016/j.firesaf.2015.07.007
https://doi.org/10.1016/j.firesaf.2015.07.007
Publikováno v:
Scopus-Elsevier
Rush, D, Bisby, L, Jowsey, A, Melandinos, A & Lane, B 2012, ' Structural performance of unprotected concrete-filled steel hollow sections in fire : A review and meta-analysis of available test data ', Steel and Composite Structures, vol. 12, no. 4, pp. 325-350 . https://doi.org/10.12989/scs.2012.12.4.325
Rush, D, Bisby, L, Jowsey, A, Melandinos, A & Lane, B 2012, ' Structural performance of unprotected concrete-filled steel hollow sections in fire : A review and meta-analysis of available test data ', Steel and Composite Structures, vol. 12, no. 4, pp. 325-350 . https://doi.org/10.12989/scs.2012.12.4.325
Concrete filled steel hollow structural sections (CFSs) are an efficient, sustainable, and attractive option for both ambient temperature and fire resistance design of columns in multi-storey buildings and are becoming increasingly common in modern c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bcdffc259b9a9a78659df38b6ee62184
https://doi.org/10.12989/scs.2012.12.4.325
https://doi.org/10.12989/scs.2012.12.4.325
Publikováno v:
Fire Safety Journal. 42:548-567
Reliable and comprehensive measurement data from large-scale fire tests are needed for validation of computer fire models, but is subject to various uncertainties, including radiation errors in temperature measurement. Here, a simple method for post-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4e268cfd6ba4ecbe1d2526b759b606d
https://doi.org/10.1016/j.firesaf.2007.04.002
https://doi.org/10.1016/j.firesaf.2007.04.002
Publikováno v:
Structures Congress 2015.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1da123c064cfaa1948a36b26be78a0bf
https://doi.org/10.1061/9780784479117.197
https://doi.org/10.1061/9780784479117.197
Publikováno v:
Structural Engineering International. 16:142-147
In response to public demand for safer structures and the commercial drive for robust structural fire design post 9–11, the authors have carried out a number of analyses of the behaviour of long sp...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5fc43607710ee375bcba36a9fc8c3ef
https://doi.org/10.2749/101686606777962549
https://doi.org/10.2749/101686606777962549
Publikováno v:
Rush, D, Bisby, L, Gillie, M, Jowsey, A & Lane, B 2014, ' Design of intumescent fire protection for concrete filled structural hollow sections ', Fire Safety Journal, vol. 67, pp. 13-23 . https://doi.org/10.1016/j.firesaf.2014.05.004
Design of intumescent protection systems for concrete filled structural steel hollow (CFS) sections in the UK typically requires three input parameters in practice: (1) a required fire resistance rating; (2) and 'effective' section factor; and (3) a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4884e655655f5b4578290c34953e078b
https://www.pure.ed.ac.uk/ws/files/17466837/Rush_et_al_2013_FiSJ_Design_of_intumescent_fire_protection_for_concrete_filled_structural_hollow_sections.pdf
https://www.pure.ed.ac.uk/ws/files/17466837/Rush_et_al_2013_FiSJ_Design_of_intumescent_fire_protection_for_concrete_filled_structural_hollow_sections.pdf
Autor:
Jamie Stern-Gottfried, Pedro Reszka, Frederick W. Mowrer, Guillermo Rein, Cecilia Abecassis-Empis, Noah L. Ryder, J.A. Capote, Daniel Joyeux, Sylvain Desanghere, Wolfram Jahn, Jose L. Torero, Allan Jowsey, Andrew Coles, Montserrat Lazaro, Daniel Alvear
Publikováno v:
Rein, G, Torero-Cullen, J, Jahn, W, Stern-Gottfried, J, Ryder, N L, Desanghere, S, Lazaro, M, Mowrer, F, Coles, A, Joyeux, D, Alvear, D, Capote, J A, Jowsey, A, Abecassis-Empis, C & Reszka, P 2009, ' Round-robin study of a priori modelling predictions of the Dalmarnock Fire Test One ', Fire Safety Journal, vol. 44, no. 4, pp. 590-602 . https://doi.org/10.1016/j.firesaf.2008.12.008
Peer-reviewed journal paper published in 2009 about the international modelling exercise conducted in 2006. An international study of fire modelling was conducted prior to the Dalmarnock Fire Test One in order to assess the state-of-the-art of fire s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc4b72546d1cc64229f3131eba07a298
http://hdl.handle.net/1842/2704
http://hdl.handle.net/1842/2704
Publisher Summary The chapter presents results from a number of non-linear finite element analyses of simple two-dimensional (2D) models of multi-storey structural frames subjected to fire. One of the analyses was carried out for a large range of fir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4eb85cb9bbd720e2683a43d96c7a21a
https://doi.org/10.1016/b978-008044637-0/50145-1
https://doi.org/10.1016/b978-008044637-0/50145-1