Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Fuad Okay"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Thirty-six years after its publication, Turkish Building Code for Steel Structures was replaced with a more rational specification, Specification of Design and Construction of Steel Structures (SDCSS), which was prepared almost entirely based on the
Autor:
Fuad Okay, Melis Taşkin
Publikováno v:
Volume: 7, Issue: 1 205-210
Kolonlar deprem etkisi altında tersinir ve tekrarlı yüklere maruz kalan eksenel yük elemanlarıdır. Bu karmaşık yükleme durumu etkisinde kolonların davranışının analizi oldukça önemli hale gelmektedir. Deprem sonrası göçme veya ağ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afdcb8b066618814cf6637f3a0c373e5
http://dspace.sdu.edu.tr/xmlui/handle/123456789/17881
http://dspace.sdu.edu.tr/xmlui/handle/123456789/17881
Publikováno v:
Structural Engineering and Mechanics. 53:939-956
In this study, in order to propose an efficient model to predict the torque capacity of steel fiber reinforced concrete (SFRC) beams, the existing experimental data related to torsional response of beams is reviewed. It is observed that existing data
Autor:
Seval Pinarbasi, Fuad Okay
Publikováno v:
Proceedings of International Structural Engineering and Construction. 3
The aim of this study is to investigate the effects of the existence of a central hole on the main design parameters of a circular fiber-reinforced rubber bearing; namely compression modulus and shear strain due to compression. Since the compressive
Autor:
Fuad Okay, Serkan Engin
Publikováno v:
Construction and Building Materials. 28:269-275
Torsion of structural members and the behavior of steel fiber reinforced concrete became the area of interest of many researchers in the past and it is still newsworthy. In this study, 12 reinforced concrete (R/C) beams with Steel Fiber Reinforced Co
Publikováno v:
Advances in Computational Stability Analysis
© 2012 Cuhadaroglu et al., licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reprod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a4cf3621c0801a6a67e22448052e1787
https://doi.org/10.5772/45807
https://doi.org/10.5772/45807
WOS: 000284865100008
This paper applies the variational iteration method for finding buckling loads and mode shapes of a heavy column. The study shows efficiency of the method and accuracy of the obtained analytic approximate solution.
This paper applies the variational iteration method for finding buckling loads and mode shapes of a heavy column. The study shows efficiency of the method and accuracy of the obtained analytic approximate solution.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7fef0ccf90a6d982e89d319146b663ba
https://hdl.handle.net/11480/4839
https://hdl.handle.net/11480/4839
Autor:
Ilan Stavans
The expulsion of the Jews from Spain in 1492 gave rise to a series of rich, diverse diasporas that were interconnected through a common vision and joie de vivre. The exodus took these Sephardim to other European countries; to North Africa, Asia Minor