Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Nader, Aly"'
Publikováno v:
Data in Brief, Vol 39, Iss , Pp 107566- (2021)
The data provided in this article quantifies the potential seismic losses in multi-story buildings located in Dubai, UAE. Besides, it developed GIS-based seismic risk maps, which form essential inputs towards the seismic resilience of buildings. The
Externí odkaz:
https://doaj.org/article/107bfc91c35241e08a681a60a3c0d7d0
Publikováno v:
SoftwareX, Vol 9, Iss , Pp 132-144 (2019)
Designs that are performance and functionality driven typically mandate the nonlinear analysis. Up To date, nonlinear analysis remains a sophisticated tool that may not appeal to majority of structural/earthquake practicing engineers due to the requi
Externí odkaz:
https://doaj.org/article/089c6fbbdd394e9cb74315b2554df198
Autor:
GUILHERME BESSESTIL RODRIGUES, GABRIELLA BOEMO MARIO, JOãO RAFAEL SAUZEM MACHADO, LUIZ FERNANDO RODRIGUES JUNIOR, LILIAN DE OLIVEIRA, NADER ALY DUARTE SHIHADEH, JAQUELINE DE FATIMA BIAZUS
Publikováno v:
Anais do Simpósio de Ensino, Pesquisa e Extensão (SEPE 2022).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1475c6836f31d95452ea36922150734
https://doi.org/10.48195/sepe2022.26044
https://doi.org/10.48195/sepe2022.26044
Publikováno v:
Egyptian Journal of Chest Disease and Tuberculosis, Vol 62, Iss 4, Pp 769-773 (2013)
Introduction: The complications of injection sclerotherapy can be divided broadly into two categories, those occurring at the site of injection and those resulting from systemic dissemination of the sclerosant through the paraesophageal and azygos ve
Externí odkaz:
https://doaj.org/article/ba58a7b89cc749efbfa7d600ffc9fbbc
Publikováno v:
Practice Periodical on Structural Design and Construction. 27
Being in proximity of high-seismicity regions, Dubai and United Arab Emirates (UAE) in general are characterized by a high level of seismic hazard uncertainty. This study presents a seismic...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d03483085aa0137f5d1076e762d1b55e
https://doi.org/10.1061/(asce)sc.1943-5576.0000637
https://doi.org/10.1061/(asce)sc.1943-5576.0000637
Publikováno v:
Engineering Structures. 190:319-332
The flexural behavior of reinforced masonry (RM) shear walls is well defined and follows the simple flexural theory of reinforced concrete structures based on plane-section assumption. Conversely, the shear behavior of RM shear walls in the plastic h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da9fbb890dac94a437adb8daf3d86fd4
https://doi.org/10.1016/j.engstruct.2019.03.079
https://doi.org/10.1016/j.engstruct.2019.03.079
Autor:
Khaled Galal, Nader Aly
Publikováno v:
Engineering Structures. 190:171-188
The National Building Code of Canada, NBCC-15 has recently added a new Seismic Force Resisting System (SFRS) category, ductile shear walls, for Reinforced Masonry (RM) buildings. Although it was assigned a higher ductility-related force modification
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7036670b67eb26d05a738b2813edbe8d
https://doi.org/10.1016/j.engstruct.2019.03.090
https://doi.org/10.1016/j.engstruct.2019.03.090
Publikováno v:
Data in Brief
Data in Brief, Vol 39, Iss, Pp 107566-(2021)
Data in Brief, Vol 39, Iss, Pp 107566-(2021)
The data provided in this article quantifies the potential seismic losses in multi-story buildings located in Dubai, UAE. Besides, it developed GIS-based seismic risk maps, which form essential inputs towards the seismic resilience of buildings. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2bf2be1d5dcb9cfacd7b352a440f232b
https://pubmed.ncbi.nlm.nih.gov/34825032
https://pubmed.ncbi.nlm.nih.gov/34825032
Autor:
Nader Aly, Khaled Galal
Publikováno v:
Journal of Structural Engineering. 146
In typical wall load-bearing reinforced-masonry (RM) buildings, the lateral and vertical forces are resisted by rectangular shear walls. Thus, the walls are subjected to high vertical force...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51341b188968f9e92fbb0ea7d413034e
https://doi.org/10.1061/(asce)st.1943-541x.0002842
https://doi.org/10.1061/(asce)st.1943-541x.0002842
Publikováno v:
SoftwareX, Vol 9, Iss, Pp 132-144 (2019)
Designs that are performance and functionality driven typically mandate the nonlinear analysis. Up To date, nonlinear analysis remains a sophisticated tool that may not appeal to majority of structural/earthquake practicing engineers due to the requi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9e2940380b3d5039eaef1a4a29f498ab
http://www.sciencedirect.com/science/article/pii/S2352711018300323
http://www.sciencedirect.com/science/article/pii/S2352711018300323