Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Marwan Shedid"'
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:
Ain Shams Engineering Journal, Vol 10, Iss 2, Pp 435-451 (2019)
Many experimental and analytical investigations were carried out on fully-grouted reinforced masonry shear walls types (rectangular, flanged or end-confined) to investigate their behavior under lateral loads. These studies mainly focused on evaluatin
Externí odkaz:
https://doaj.org/article/51d8780d796f4567a907171cc8ade401
Publikováno v:
Engineering Structures. 284:115946
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02e3da7fb0af3fc9e9620752f0c067c3
https://doi.org/10.1016/j.engstruct.2023.115946
https://doi.org/10.1016/j.engstruct.2023.115946
Publikováno v:
Engineering Structures. 268:114739
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11f4f9d13de52e42e896441d0134bbca
https://doi.org/10.1016/j.engstruct.2022.114739
https://doi.org/10.1016/j.engstruct.2022.114739
Publikováno v:
Ain Shams Engineering Journal, Vol 10, Iss 2, Pp 435-451 (2019)
Many experimental and analytical investigations were carried out on fully-grouted reinforced masonry shear walls types (rectangular, flanged or end-confined) to investigate their behavior under lateral loads. These studies mainly focused on evaluatin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f12f41553eda2693ee37c17a093e42bb
http://www.sciencedirect.com/science/article/pii/S2090447919300048
http://www.sciencedirect.com/science/article/pii/S2090447919300048
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:
The International Conference on Civil and Architecture Engineering. 11:1-12
ثحبلا صلخلمتعتبر البلاطات اللاکمریة من اکثر النظم الانشائیة استخداما فى مجال صناعة الانشاءات لما تمتاز بة من مرونة فى استخدامات المنشا(
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16969445b5262332739b95693aed4a67
https://doi.org/10.21608/iccae.2016.43419
https://doi.org/10.21608/iccae.2016.43419
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. 49:707-718
Bridge design and evaluation involve the determination of the internal forces and moments that each bridge element must resist. In slab-on-girder bridges, the moment and shear caused by traffic loads are normally determined using load distribution fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7aa29cee2ac03f9bbcea0e54f047895
https://doi.org/10.1016/j.engstruct.2012.10.034
https://doi.org/10.1016/j.engstruct.2012.10.034
Publikováno v:
Journal of Structural Engineering. 142
In recent years, research interests in studying the response of different seismic force-resisting systems have been shifting from component-level to system-level studies. Building on the existing knowledge of component-level performance of reinforced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d1bc252122085e0d326c53985bfe629
https://doi.org/10.1061/(asce)st.1943-541x.0001529
https://doi.org/10.1061/(asce)st.1943-541x.0001529