Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Muyasser M Jomaa'h"'
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 30, Iss 3 (2023)
Some reinforced concrete slabs may require rehabilitation or strengthening due to load increment caused by a change in the function for which they were built or unintentional errors during design or execution. There are numerous techniques for such p
Externí odkaz:
https://doaj.org/article/f61c0dc9873148ddbf5fdb2010369e87
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 26, Iss 1, Pp 33-40 (2019)
In the light of the world’s technological development in the construction field and the continuous need to apply high-efficiency building materials because old methods are no longer used after the advent of the solutions characterized by fast appli
Externí odkaz:
https://doaj.org/article/fefe1cf9a2ec4bc39caba3404f374d9c
Autor:
Fadya S. Klak, Muyasser M. Jomaa’h
Publikováno v:
Australian Journal of Structural Engineering. :1-18
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcb01748152ea163486ee842288a5c03
https://doi.org/10.1080/13287982.2023.2213504
https://doi.org/10.1080/13287982.2023.2213504
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 25, Iss 4, Pp 37-45 (2018)
The aim of the present research includes an experimental investigation of flexural behavior of lightweight reinforced concrete one-way slabs with different ratios of course aggregate. Nine lightweight reinforced concrete one- way slabs incorporated b
Externí odkaz:
https://doaj.org/article/a6c541e280844bdf9103c735c766e0ff
Autor:
Israa Kh. Jasim, Mazin B. Abdulrahman, Muyasser M. Jomaa'h, Belal Alsubari, Hayder Saadoon Abdulaali, Shagea Alqawzai
Publikováno v:
Tikrit Journal of Engineering Sciences. 29:79-89
The presence of the openings negatively effects on the strength of the beams where they act as a weak point because of the sudden change in the cross-section of the beam, so it becomes necessary to make strengthening for the beams to resist the effec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2824819470e88725ddc244a9b0d651c
https://doi.org/10.25130/tjes.29.4.9
https://doi.org/10.25130/tjes.29.4.9
Publikováno v:
Civil Engineering Journal. 8:155-166
This research presents an experimental investigation of the rehabilitation efficiency of the damaged hybrid reinforced concrete beams with openings in the shear region. The study investigates the difference in retrofitting ability of hybrid beams com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f850e9f09e52ad063140f2faf4343abd
https://doi.org/10.28991/cej-2022-08-01-012
https://doi.org/10.28991/cej-2022-08-01-012
Publikováno v:
The Journal of the University of Duhok. 23:601-616
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::684b37ed40e761ac26cb52ddef5e0aa6
https://doi.org/10.26682/csjuod.2020.23.2.47
https://doi.org/10.26682/csjuod.2020.23.2.47
Publikováno v:
Geotechnical Engineering and Sustainable Construction ISBN: 9789811662768
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e1d1deddfaeb64659b0a5ef15d17d6e4
https://doi.org/10.1007/978-981-16-6277-5_49
https://doi.org/10.1007/978-981-16-6277-5_49
Publikováno v:
Journal of Engineering Research. 9
One of the most common methods of strengthening, rehabilitation, or repairing of structural lightweight concrete (LWC) elements is the external carbon fiber reinforced polymer (CFRP) strips. This paper presents an experimental study on the flexural b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8a54a99670a81c58e9905f15a2f9ec1
https://doi.org/10.36909/jer.v9iicrie.11647
https://doi.org/10.36909/jer.v9iicrie.11647
Publikováno v:
Civil Engineering Journal. 5:690
This research presents the flexural behavior on reinforced concrete beam with transverse web opening constructed from layered concrete. The layered concrete combining normal concrete and lightweight aggregate concrete (LWC) are depended in present st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5cf48acdd0e48bbf954d7619e2b33332
https://doi.org/10.28991/cej-2019-03091279
https://doi.org/10.28991/cej-2019-03091279