Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Khaled Farouk Omar El-Kashif"'
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e00974- (2022)
Slab openings occur quite often in practice to provide a convenient path for utility ducts. However, introducing an opening into a reinforced concrete flat slab causes local cracking in the vicinity of the opening leading to a reduction in stiffness
Externí odkaz:
https://doaj.org/article/66f60be7cb0e4e5a9796db92a2f66044
Publikováno v:
Alexandria Engineering Journal, Vol 58, Iss 1, Pp 189-205 (2019)
This paper presents a numerical modeling of RC shear walls using ANSYS finite element program. The objective of this research is to study the effect of using FRP sheets to enhance the seismic behavior of RC shear wall buildings designed according to
Externí odkaz:
https://doaj.org/article/2951c7080101407e8403016e5e6a4807
Publikováno v:
Alexandria Engineering Journal, Vol 58, Iss 1, Pp 207-216 (2019)
This paper investigates experimentally the preloading effect on the flexural behavior of reinforced concrete strengthened continuous beams. Five continuous reinforced concrete beams were tested; they all had the same dimensions and the same reinforce
Externí odkaz:
https://doaj.org/article/3cbab0eccb8744beba711b5870c5c0a8
Publikováno v:
HBRC Journal. 17:407-428
The high-rise building in which ground storey consists of open space is known as building with soft floor. Such floor plays an important role in seismic performance of the building. This is due to ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51e69f1bbe754a886ae31df7a7e2d107
https://doi.org/10.1080/16874048.2021.1949690
https://doi.org/10.1080/16874048.2021.1949690
Publikováno v:
Advances in Structural Engineering. 23:1322-1335
In this research, different techniques of repair of deficient reinforced concrete columns are compared. These include carbon fiber–reinforced polymer sheets, steel jackets, and reinforced concrete jackets. The experimental investigation includes te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4aecf14a235aaabb2ec5905e6870224d
https://doi.org/10.1177/1369433219895358
https://doi.org/10.1177/1369433219895358
Publikováno v:
Ain Shams Engineering Journal, Vol 10, Iss 3, Pp 639-650 (2019)
This paper investigates experimentally the punching shear behavior of flat slabs-column connections strengthened with CFRP (Carbon fiber reinforced polymer) string having a fan shape as a new strengthening technique. Six square slabs with middle colu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::14ccd678937347d9b4c7f853e95198ac
http://www.sciencedirect.com/science/article/pii/S2090447919300413
http://www.sciencedirect.com/science/article/pii/S2090447919300413
Publikováno v:
Alexandria Engineering Journal, Vol 58, Iss 1, Pp 189-205 (2019)
This paper presents a numerical modeling of RC shear walls using ANSYS finite element program. The objective of this research is to study the effect of using FRP sheets to enhance the seismic behavior of RC shear wall buildings designed according to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eef3514a5033aaa2f788d864b4fba949
https://doi.org/10.1016/j.aej.2019.03.003
https://doi.org/10.1016/j.aej.2019.03.003
Publikováno v:
Alexandria Engineering Journal, Vol 58, Iss 1, Pp 207-216 (2019)
This paper investigates experimentally the preloading effect on the flexural behavior of reinforced concrete strengthened continuous beams. Five continuous reinforced concrete beams were tested; they all had the same dimensions and the same reinforce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::038b7e89d802ba53498750cc77ad9a2a
http://www.sciencedirect.com/science/article/pii/S1110016818302199
http://www.sciencedirect.com/science/article/pii/S1110016818302199