Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Benlakehal, Nourredine O."'
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resistance of eccentrically loaded partially encased composite columns (PEC). The work consists in developing of an efficient Non-linear 3-D finite element m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::0089e5f9bab73a499bf80cb843faefd9
http://hdl.handle.net/10198/21689
http://hdl.handle.net/10198/21689
To protect human lives and prevent against failure of structures, the collapse of industrial buildings under fire should always occur inward with a minimum failure time. The main objective of this study is to investigate the behaviour of industrial s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::afe04057fe03098a8a7de3cb3273674c
http://hdl.handle.net/10198/21690
http://hdl.handle.net/10198/21690
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resistance of eccentrically loaded partially encased composite columns (PEC). The work consists in developing an efficient Non-linear 3-D finite element mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::0c443d2557ea356bd4645209b040af20
http://hdl.handle.net/10198/21691
http://hdl.handle.net/10198/21691
Pitched roof Steel frame structures are widely used in industrial buildings for practical reasons of exploitation, durability and cost efficiency. However, steel although is a ductile material, it remains vulnerable to excessive temperatures. The rec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::34bfeffdd5361a4620627a42b590493d
http://hdl.handle.net/10198/21683
http://hdl.handle.net/10198/21683
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
To protect human lives and prevent against failure of structures, the collapse of industrial buildings under fire should always occur inward with a minimum failure time. The objective of this paper is to investigate the behaviour of industrial steel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9a63277bbbb23917feef54c184c4429e
Autor:
Piloto, P.A.G., Hoffstaeter, Ricardo Anderson, Rigobello, Ronaldo, Soufyane, Amari, Benlakehal, Nourredine O.
The fire resistance of partially encased columns depends on the temperature evolution during fire exposure. This work aims to evaluate the effect of the balanced summation model on the design of the buckling load of Partially Encased Columns under fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1255::ed0b0f917112889e4ef4cd46a66de523
http://hdl.handle.net/10198/21693
http://hdl.handle.net/10198/21693
Autor:
Abdelkadir, Fellouh, Benlakehal, Nourredine O., Piloto, P.A.G., Ramos Gavilán, Ana Belén, Mesquita, L.M.R.
The stability of partially encased columns under fire is evaluated, based on two different methods. The simple calculation method is presented and depends on new simple formulae, based on two major hypotheses, safer than the current method proposed i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::9f7c0068730241fdf3c313847cedd487
http://hdl.handle.net/10198/16544
http://hdl.handle.net/10198/16544
Autor:
Abdelkadir, Fellouh, Benlakehal, Nourredine O., Piloto, P.A.G., Ramos Gavilán, Ana Belén, Mesquita, L.M.R.
Partially Encased Columns (PEC) present good axial buckling resistance under fire, mainly due to the presence of concrete between flanges. The presence of concrete increases the mass and thermal inertia of the member and changes the variation of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1738ea3c28268c8d8300acc5cc9ddcef
http://hdl.handle.net/10198/16714
http://hdl.handle.net/10198/16714
Autor:
Kada, Abdelhak, Lamri, Belkacem, Benlakehal, Nourredine O., L.M.R Mesquita, Bouchair, Abdelhamid
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
CIÊNCIAVITAE
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
CIÊNCIAVITAE
This paper intends to present an investigation of the behaviour of steel beams under high temperatures rise due to fire using finite elements simulations with ANSYS software. Cases of study for solid as well as open web beams are considered and take
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::10a9a3a07546ef61737295478aa7127d
Autor:
Kada, Abdelhak, Lamri, Belkacem, Benlakehal, Nourredine O., Bouchair, Abdelhamid, Mesquita, L.M.R.
Fire is an extreme action, to which a steel structure may be submitted, and therefore, must be designed to resist. Traditionally, the fire resistance of structural steel beams has been determined in standard fire tests, with the temperature-time curv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1255::647b5ac49bea58bf3395cc395656096f
http://hdl.handle.net/10198/11174
http://hdl.handle.net/10198/11174