Zobrazeno 1 - 6
of 6
pro vyhledávání: '"M. Nadir Olabi"'
Publikováno v:
Arabian Journal for Science and Engineering.
Reinforced concrete columns that are not designed according to current seismic codes may be damaged under the earthquakes loads, which may cause the reinforced concrete buildings to collapse. The response of RC columns subjected to earthquake loads h
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031301247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1f8a288f720e1feea8c47ac0ba1feee
https://doi.org/10.1007/978-3-031-30125-4_24
https://doi.org/10.1007/978-3-031-30125-4_24
Publikováno v:
Academic Perspective Procedia. 2:307-316
One of the buildings that were designed depending on the old Syrian Code is selected and modeled using SAP2000 by taking its non-linear properties to be checked under dynamical loading. Three earthquake records are taken and applied to the model as T
Publikováno v:
Academic Perspective Procedia. 1:1330-1337
Son yıllarda birçok araştırmacı, sismik yükler altında daha iyi yapısal performans açısından konvansiyonel betonarme perde duvarların yerine kompozit perde duvarlar üzerinde çalışmaktadır. Kompozit perde duvarlar yapısal taşıyıc
Publikováno v:
Volume: 8, Issue: 1 102-111
Academic Platform-Journal of Engineering and Science
Academic Platform-Journal of Engineering and Science
External jacketing of columns with Carbon Fiber Reinforced Polymer (CFRP) sheets is one of the most commonly used techniques to strengthen the existing reinforced concrete (RC) columns subjected to earthquake loads. In this paper, a parametric study
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::94567a1cc5f76742a3e2be74b3425141
https://dergipark.org.tr/tr/pub/apjes/issue/50706/584148
https://dergipark.org.tr/tr/pub/apjes/issue/50706/584148
Publikováno v:
Journal of Building Engineering. 34:102069
As an alternative to conventional reinforced concrete walls, composite shear walls have been studied recently due to their great advantages in terms of structural performance under seismic loading. Researchers usually use ready-made profiles for comp