Zobrazeno 1 - 10
of 115
pro vyhledávání: '"Ehab El-Salakawy"'
Autor:
Tasnia Ahmed, Ahmed Bediwy, Ahmed Azzam, Riham Elhadary, Ehab El-Salakawy, Mohamed T. Bassuoni
Publikováno v:
Fibers, Vol 12, Iss 2, p 17 (2024)
Fiber-reinforced cementitious composites (FRCC) are one of the leading engineering materials in the 21st century, as they offer proficiency in enhancing strength, ductility, and durability in structural engineering applications. Because the recently
Externí odkaz:
https://doaj.org/article/31a12a1eae334d19afcc3f34e2bc1188
Autor:
Ahmed Gouda, Ehab El-Salakawy
Publikováno v:
Fibers, Vol 3, Iss 4, Pp 411-431 (2015)
A finite element model (FEM) was constructed using specialized three-dimensional (3D) software to investigate the punching shear behavior of interior slab-column connections subjected to a moment-to-shear ratio of 0.15 m. The FEM was then verified ag
Externí odkaz:
https://doaj.org/article/44a9ff94b8f942a598d4e72790c134bb
Autor:
Mu’taz Almomani, Ehab El-Salakawy
Publikováno v:
8th International Conference on Advanced Composite Materials in Bridges and Structures ISBN: 9783031096310
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::673304705709b0a2a4c95995f56d230e
https://doi.org/10.1007/978-3-031-09632-7_32
https://doi.org/10.1007/978-3-031-09632-7_32
Autor:
Shady Labib, Ehab El-Salakawy
Publikováno v:
CivilEng; Volume 3; Issue 2; Pages: 165-183
A three-dimensional non-linear finite-element model (FEM) was constructed using a commercial software (ATENA-Studio) to investigate the transverse load distribution behavior of adjacent precast prestressed concrete box-girder bridges. An innovative c
Publikováno v:
PCI Journal.
Integrity ties are necessary in hollow-core slab floors as connections to prevent floor displacements under lateral loads and maintain the overall structural integrity of buildings. In Eastern Canada, the integrity tie for hollow-core slabs on masonr
Autor:
Shervin K. Ghomi, Ehab El-Salakawy
Publikováno v:
Canadian Journal of Civil Engineering. 47:704-717
Although structures made of concrete reinforced with fiber-reinforced polymers (FRP) have shown promising performance under gravity loads, their performance under cyclic loading is still one of the main concerns. Although the linear nature of FRP rei
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d1b4215b6a0bca6e9be74e1637e59cc6
https://doi.org/10.1007/978-3-030-88166-5_28
https://doi.org/10.1007/978-3-030-88166-5_28
Autor:
Ehab El-Salakawy, Amr E. M. Abdallah
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40dfaea378d2cac56c5cc0b331bdbefc
https://doi.org/10.1007/978-3-030-88166-5_74
https://doi.org/10.1007/978-3-030-88166-5_74
Autor:
Ahmed G. Bediwy, Ehab El-Salakawy
Publikováno v:
CivilEng
Volume 2
Issue 4
Pages 49-928
CivilEng, Vol 2, Iss 49, Pp 909-928 (2021)
Volume 2
Issue 4
Pages 49-928
CivilEng, Vol 2, Iss 49, Pp 909-928 (2021)
Recently, developing a nonferrous reinforcement system (corrosion-free system) using durable and ductile cement-based materials that incorporate discrete fibers has been a promising option for exposed concrete structures in cold regions or marine env
Publikováno v:
Journal of Materials in Civil Engineering. 33
In this study, the performance of basalt pellet–reinforced cementitious composites (BPRCC) was evaluated after exposure to harsh conditions. The exposure consisted of consecutive 300 freeze...