Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Florian M. Block"'
Publikováno v:
Engineering Structures. 49:1059-1067
In this paper an approach is developed for practical modelling of the in-plane behaviour of connections between steel structural elements in global 3-dimensional frame analysis when structures are subject to heating by accidental fires. Because of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::197addc6a0198b0c13a015b4100c0674
https://doi.org/10.1016/j.engstruct.2012.07.025
https://doi.org/10.1016/j.engstruct.2012.07.025
Publikováno v:
Applications of Structural Fire Engineering.
As part of a refurbishment the height of a building in London is to be increased resulting in a change of the fire rating of the existing level from R60 to R90 as per prescriptive guidance. To investigate whether the inherent fire resistance of the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a184cafd3dcb90def417ce3ae60ee12
https://doi.org/10.14311/asfe.2015.015
https://doi.org/10.14311/asfe.2015.015
Publikováno v:
Journal of Structural Fire Engineering. 1:205-218
The British Building Regulations allow the application of performance based design methods to ensure the fire resistance of buildings. This has led to significant amounts of research and testing on the fire performance of structures. This research ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3c5d193136488018dc6eb7932b902a6
https://doi.org/10.1260/2040-2317.1.4.205
https://doi.org/10.1260/2040-2317.1.4.205
Autor:
Florian M. Block, Neal A. Butterworth
Publikováno v:
International Journal of Steel Structures. 9:39-46
In the United Kingdom, as in most other countries, the required fire resistance period of a building is traditionally given by the recommendations of prescriptive documents, such as the Approved Document B, depending on the usage and the height of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::710520cc934081e61a2d73deb948f373
https://doi.org/10.1007/bf03249478
https://doi.org/10.1007/bf03249478
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
Publisher Summary The chapter describes the comparison of a series of high-temperature experiments on column webs under transverse compression at different axial load ratios and temperatures with a simplified design approach. The study forms a part o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3eb9d9b1f054f663e6e0fc0b48e976a3
https://doi.org/10.1016/b978-008044637-0/50153-0
https://doi.org/10.1016/b978-008044637-0/50153-0
Publikováno v:
Scopus-Elsevier
This paper outlines some of the main results in an ongoing project aimed at developing high temperature models for the behaviour of the main components of steel end -plate beam-tocolumn connections in fire. In this particular phase of the work the em
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a5592251750b03e423c8a6a7b689cac8
http://www.scopus.com/inward/record.url?eid=2-s2.0-3543078775&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-3543078775&partnerID=MN8TOARS