Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Sawsan A. Hassan"'
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102393- (2024)
Steel-concrete-steel (SCS) structural element solutions are rising due to their advantages over conventional reinforced concrete in terms of cost and strength. The impact of SCS sections with various core materials on the structural performance of co
Externí odkaz:
https://doaj.org/article/5c112870af544954824a0afaf4874729
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 23, Iss 04, Pp 52-75 (2019)
This research aims to study experimentally behavior of hybrid deep beams when subjected to two point's monotonic and repeated loading in presence or absence of web openings. All tested deep beams have the same reinforcement in flexural (ρ= 0.0184)
Externí odkaz:
https://doaj.org/article/52c47af51bb44a9b99b9f6cf780ae810
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 23, Iss 3, Pp 128-141 (2019)
This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape. All tested deep beams have the same flexural (0.0184) and web r
Externí odkaz:
https://doaj.org/article/2759984c7a7243f08648f1280568eedd
Autor:
Hatem A. Abuelizz, Ahmed H. Bakheit, Mohamed Marzouk, Waled M. El-Senousy, Mohamed M. Abdellatif, Gamal A. E. Mostafa, Quaiser Saquib, Sawsan B. Hassan, Rashad Al-Salahi
Publikováno v:
Pharmacological Reports.
Publikováno v:
International Journal of Design & Nature and Ecodynamics. 17:249-255
Recently, many research studies have focused on labyrinth weirs' hydraulic performance, especially as dependent on engineering features. In the current study, the hydraulic properties of flow over labyrinth triangular weirs models (from the upper per
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 23, Iss 3 (2019)
This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape. All tested deep beams have the same flexural (0.0184) and web rei
Externí odkaz:
https://doaj.org/article/7e37ef705c4a41ae90705325001010cc
Publikováno v:
Port Said Scientific Journal of Nursing. 8:68-83
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 22, Iss 5 (2018)
The purposes of this study are to investigate and evaluate the benefits of using geogrids as a circular pipe of two different lengths of (20 cm and40 cm) under the footing base in the improvement of bearing capacity and settlement in terms of the bea
Externí odkaz:
https://doaj.org/article/5f870d808770408e831e8e5371e98f1d
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 5, Pp 1106-1116 (2014)
Ductility is a mechanical property used to describe the extent to which materials can be deformed plastically without fracture giving warning of impending failure. In this paper the effect of increasing the strength in the compression zone of reinfor
Externí odkaz:
https://doaj.org/article/180ae6671a1d4b069d47dde6d12d2d7e
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 23, Iss 3, Pp 128-141 (2019)
This research aims to study experimentally behavior of hybrid deep beams with web openings when subjected to two points' monotonic and repeated loading in effect of web openings shape. All tested deep beams have the same flexural (0.0184) and web rei