Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hosam M. Ali"'
Publikováno v:
Engineering Structures. 75:87-98
This paper presents a simple method to calculate fire duration and flue gas temperatures for reinforced concrete (RC) chimneys with fiberglass reinforced plastic (FRP) liners based on experimentally determined burning characteristics of the liner mat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11335ecf6a07d597b85a46d551da397a
https://doi.org/10.1016/j.engstruct.2014.03.043
https://doi.org/10.1016/j.engstruct.2014.03.043
Autor:
Yoontae Kim, Abdel Magid Hamouda, Hosam M. Ali, Ashkan Vaziri, Ranajay Ghosh, Babak Haghpanah
Publikováno v:
Thin-Walled Structures. 70:39-48
Elastic liners are used for in situ repair and retrofitting of pipes as a cost effective alternative to the replacement of damaged parts and sections. In this paper, we studied the role of an elastic liner on the buckling behavior of a cracked cylind
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29c957069d0a17da77504db33c4cc620
https://doi.org/10.1016/j.tws.2013.04.008
https://doi.org/10.1016/j.tws.2013.04.008
Publikováno v:
Engineering Structures. 33:2888-2898
We studied the behavior and residual structural capacity of reinforced concrete chimneys subjected to an uncontrolled fire. We used a combination of a heat transfer finite element model–to obtain the temporal distributions of temperature during the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f396ea22e2e0fd8b3303a2d762df0063
https://doi.org/10.1016/j.engstruct.2011.06.013
https://doi.org/10.1016/j.engstruct.2011.06.013
Publikováno v:
Natural Hazards. 55:501-512
Slope stability is a critical safety and production issue for mining. Major wall failure can occur seemingly without any visual warning, causing loss of lives, damage to equipment, and disruption to the mining process. Monitoring systems, ranging fro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9584f2cc5a4db5382ebba561a54da5e8
https://doi.org/10.1007/s11069-010-9542-5
https://doi.org/10.1007/s11069-010-9542-5
Publikováno v:
Journal of Structural Engineering. 131:21-33
A simple formula is developed to estimate the separation distance required between single-story steel frames and firewalls so that during an uncontrolled fire the frame can expand without contacting and damaging the wall. Detailed analysis shows that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb09a69252797b39dcdf8c30ec31e8d5
https://doi.org/10.1061/(asce)0733-9445(2005)131:1(21)
https://doi.org/10.1061/(asce)0733-9445(2005)131:1(21)
Publikováno v:
Engineering Structures. 26:593-607
In industrial and commercial single-story steel-framed buildings, the collapse mode and lateral displacement of unprotected frames in large uncontrolled fires affect in part the integrity of firewalls. In this study, the complete deformation sequence
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f26bed008c5670d4d36d7ce8a61973a6
https://doi.org/10.1016/j.engstruct.2003.12.007
https://doi.org/10.1016/j.engstruct.2003.12.007
Autor:
Hosam M. Ali, Paul E. Senseny
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 91:1689-1702
Damage to the roofing system during tropical windstorms often results in costly losses for industrial and commercial low-rise buildings. In this paper, finite element models are used to calculate the response of standing seam roofs to wind loading. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8ecb76f82373838709536bc8918f8e0
https://doi.org/10.1016/j.jweia.2003.09.014
https://doi.org/10.1016/j.jweia.2003.09.014