Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Bayan S. Al-Nu'man"'
Autor:
Bayan S. Al-Nu’man, Caesar S. Abdullah
Publikováno v:
Eurasian Journal of Science and Engineering, Vol 4, Iss 1, Pp 18-31 (2018)
A model was presented in a previous study which provided a rational approach to deflection control of reinforced concrete two way slabs considering uncertainties in structural behavior and deflection limits was investigated thoroughly in this work. A
Externí odkaz:
https://doaj.org/article/cfeb6c9c54cc4fbabfdf3882b8d0eeed
Autor:
Bayan S. Al-Nu’man, Thamir M. Ahmed
Publikováno v:
Eurasian Journal of Science and Engineering, Vol 3, Iss 3, Pp 154-159 (2018)
Sustainability is a vital and effective contribution to control the use of natural resources in a scientific and accurate manner without wasting work and preserving these resources to meet the current and future needs of societies. The goal of achiev
Externí odkaz:
https://doaj.org/article/d0c64979670d4d8994715296098bf44f
Autor:
Bayan S. Al-Nu’man, Caesar S. Abdullah
Publikováno v:
Eurasian Journal of Science and Engineering, Vol 3, Iss 3, Pp 21-32 (2018)
The model presented in this study provides a rational approach to deflection control of reinforced concrete two way slabs considering uncertainties in structural behavior and deflection limits and recognizes that the problem is subject to wide and un
Externí odkaz:
https://doaj.org/article/261341ad78f145e59063883269a7ed6b
Autor:
Bayan S. Al-Nu’man
Publikováno v:
Eurasian Journal of Science and Engineering, Vol 2, Iss 1, Pp 28-40 (2016)
This study intends to analyze and design existing RC frames, of different concrete compressive strengths when extended by adding more floors to the existing buildings. It may be decided whether a strengthening scheme is feasible or not.In this work,
Externí odkaz:
https://doaj.org/article/ee0964e675ad4034902e8a7236e794a6
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 13, Iss 1 (2009)
This research include the study of Structural Behaviour of Polymer Modified Reinforced Concrete Beams with Styrene Butadiene Rubber (SBR) polymer. Two series of concrete mixtures were used; the first was with moderate compressive strength (level I) a
Externí odkaz:
https://doaj.org/article/056d6f24cc384561877a7f03ea0ace84
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 11, Iss 3 (2007)
This paper presents investigation on the strength and deformation characteristics of reinforced normal and high strength concrete rectangular beams failed in shear and repaired by epoxy injection.Eight simply supported reinforced concrete beams witho
Externí odkaz:
https://doaj.org/article/da231b5ea1284ec898a7ae97c6e70e15
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 10, Iss 4 (2006)
This study presents experimental and theoretical investigation of shear behavior of hybrid reinforced concrete I-beams cast monolithically, but, the web is made with concrete differing from concretes of compression and tension flanges.A rational way
Externí odkaz:
https://doaj.org/article/86b65d98c4e549e783440a201e361f1e
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 10, Iss 3 (2006)
This paper presents an investigation of the strength and deformation characteristics of reinforced concrete rectangular beams failed in shear and repaired by epoxy injection.Five simply supported reinforced normal-strength concrete (NSC) beams withou
Externí odkaz:
https://doaj.org/article/aa223b70f667451db82e71a36b459978
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 10, Iss 2 (2006)
The deflection of a member can be determined more accurately from the values of the mean curvatures of a number of sections using simple geometrical deflection-curvature relations taking into account the effect of tension stiffening. Thus, the "The P
Externí odkaz:
https://doaj.org/article/8e757f0cc6c34394b16f719772721382
Autor:
Bayan S. Al-Nu’man, Abdulla H. Azba
Publikováno v:
2021 7th International Engineering Conference “Research & Innovation amid Global Pandemic" (IEC).
This study aimed to investigate the mechanical and electrochemical properties of concrete that uses recycled brick aggregate (RBA) as a substitute for natural coarse aggregate (NCA). The study focusses on the workability, compressive strength and the