Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Hussein Okail"'
Publikováno v:
Ain Shams Engineering Journal, Vol 15, Iss 8, Pp 102878- (2024)
It is common in concrete flat plate construction to connect the exterior columns with marginal, or edge, beams. In addition to the benefit gained from marginal beams in stiffening the slab edges and supporting the concentrated loads on the slab edge,
Externí odkaz:
https://doaj.org/article/5ec75c58d9c04086a7b48194f1a4add7
Publikováno v:
HBRC Journal, Vol 12, Iss 1, Pp 33-46 (2016)
This paper investigates the behavior of confined masonry walls subjected to lateral loads. Six full-scale wall assembles, consisting of a clay masonry panel, two confining columns and a tie beam, were tested under a combination of vertical load and m
Externí odkaz:
https://doaj.org/article/fc66147666ff4020bfbc02fcecb96158
Publikováno v:
HBRC Journal. 16:113-141
Five-hammer head bridge piers were fabricated and tested under cyclic lateral loading to evaluate the hysteretic response and the self-centering capability. The failure modes, hysteretic load-displ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5c171c603ea3357162174dcc281e5e8
https://doi.org/10.1080/16874048.2020.1789385
https://doi.org/10.1080/16874048.2020.1789385
Publikováno v:
Engineering Structures. 181:310-323
This paper presents numerical modeling of a two-story third-scale reinforced concrete masonry building composed of walls in orthogonal directions and subjected to quasi-static cyclic lateral loading up to failure. OpenSees and Response-2000 were used
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a86841adcddabefaf9e0db9ffac6ead
https://doi.org/10.1016/j.engstruct.2018.12.010
https://doi.org/10.1016/j.engstruct.2018.12.010
Publikováno v:
Construction and Building Materials. 196:539-554
Dry-stacked interlocking masonry (DSIM) systems were developed worldwide to minimize the disadvantages of traditional masonry systems such as shrinkage, weak joints, and the need of skilled labors. Nevertheless, dry-stacked walls are recommended to b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87c53f1adf5e7e02c5b07409805a54f6
https://doi.org/10.1016/j.conbuildmat.2018.11.149
https://doi.org/10.1016/j.conbuildmat.2018.11.149
Publikováno v:
International Journal of Advanced Engineering Research and Science. 4:92-104
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3512027fb94b047349bc52c84f81982
https://doi.org/10.22161/ijaers.4.3.14
https://doi.org/10.22161/ijaers.4.3.14
Publikováno v:
IOSR Journal of Mechanical and Civil Engineering. 14:28-41
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07f601834416a8bc0f4c41a64df900fc
https://doi.org/10.9790/1684-1401032841
https://doi.org/10.9790/1684-1401032841
Publikováno v:
HBRC Journal, Vol 12, Iss 1, Pp 33-46 (2016)
This paper investigates the behavior of confined masonry walls subjected to lateral loads. Six full-scale wall assembles, consisting of a clay masonry panel, two confining columns and a tie beam, were tested under a combination of vertical load and m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af1e67744103edbd96ae4e8230c21550
http://www.sciencedirect.com/science/article/pii/S1687404814000789
http://www.sciencedirect.com/science/article/pii/S1687404814000789
Publikováno v:
Engineering Structures. 210:110351
This paper presents a simplified analytical approach for modeling the behavior of both individual reinforced masonry structural walls (RMSWs) (component level) and systems of RMSWs as the main lateral load resistance system (LLRS) (system level) unde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5693363bca3100ca47e8a0bcc48fa003
https://doi.org/10.1016/j.engstruct.2020.110351
https://doi.org/10.1016/j.engstruct.2020.110351
Publikováno v:
Engineering Structures. 94:54-69
This paper presents the results of in-plane cyclic loading tests conducted on confined masonry walls retrofitted using low-cost ferrocement and GFRP systems. Ten wall assemblies with a 0.80-scale were built, consisting of a clay masonry panel, two co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ed2c0c2b1ce7590c867a4b7e48f08a0
https://doi.org/10.1016/j.engstruct.2015.03.035
https://doi.org/10.1016/j.engstruct.2015.03.035