Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Nisreen S. Mohammed"'
Publikováno v:
Infrastructures, Vol 9, Iss 4, p 67 (2024)
This paper presents comprehensive empirical equations to predict the shear strength capacity of reinforced concrete deep beams, with a focus on improving the accuracy of existing codes. Analyzing 198 deep beams imported from 15 existing investigation
Externí odkaz:
https://doaj.org/article/8e0a19718ad441d1a4c60ef36e072641
Publikováno v:
Buildings, Vol 13, Iss 5, p 1347 (2023)
Fiber-reinforced concrete is widely acknowledged for its ability to resist cracking effectively and limit its propagation. By preventing cracks from spreading, the addition of fiber composites to concrete can enhance its extensibility and tensile str
Externí odkaz:
https://doaj.org/article/76f15c54cc8745e3aa7479046f357de6
Publikováno v:
Buildings, Vol 11, Iss 12, p 648 (2021)
Structural engineers have used V-shaped columns based on technical requirements. The inclination of the V-shaped column underlines the individual purpose of the base floor. However, there is no any specification or guidance on the design of V-shaped
Externí odkaz:
https://doaj.org/article/488e66279a3745d1b7ce34b90bc2319b
Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 14A, Pp 2739-2753 (2016)
This paper studies data manipulation using analytical relative orientation process to determine the exterior orientation parameters. This process can be accomplished by two scenarios; the first one is implemented using collinearity condition while th
Externí odkaz:
https://doaj.org/article/4280eedfd162472ab0620119b1ed82bc
Publikováno v:
Buildings, Vol 11, Iss 1, p 26 (2021)
In several areas worldwide, the high cost and shortage of natural resources have encouraged researchers and engineers to explore the serviceability and feasibility of using recycled aggregates in concrete mixtures, substituting a normal aggregate per
Externí odkaz:
https://doaj.org/article/4dfc4513b2d5447fbcc06abd93e08083
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 4, Pp 855-872 (2014)
In this research paper, a 3-D finite element model was used for the analysis of curved concrete slab on steel girder bridges. A parametric study was carried out to calculate the load distribution factors for horizontally curved steel I-girder bridges
Externí odkaz:
https://doaj.org/article/000577cfdae941b18b20384b823d0f71
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 2 A, Pp 345-364 (2013)
This paper aims to study the behavior and strength of ferrocement beams under flexural loading. Seven specimens (four simply supported rectangular beams and three simply supported T-beams) are tested under flexural load. An analytical method is propo
Externí odkaz:
https://doaj.org/article/a37500e736714d1eac426c0aab53c0ca
Publikováno v:
Current Trends in Geotechnical Engineering and Construction ISBN: 9789811973574
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b73f1058dff3d540319c05e9a88f99e3
https://doi.org/10.1007/978-981-19-7358-1_34
https://doi.org/10.1007/978-981-19-7358-1_34
Publikováno v:
Engineering Structures. 251:113559
Steel fiber reinforced concrete (SFRC) has obtained attention from researchers and engineers to be employed in various structural applications to improve concrete structures' performance. However, there are limited experimental test results on the im
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 737:012022
In recent years, concrete having a compressive strength of 60 MPa and more is being used for high-rise buildings and long span bridges, but high strength concrete is more expensive than normal strength concrete and became commercially used in enginee