Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Mehdi Ozturk"'
Autor:
Mehdi Ozturk, Guray Arslan
Publikováno v:
Buildings, Vol 13, Iss 1, p 141 (2023)
Geopolymer concrete (GC) is an emerging alternative construction material due to it being eco-friendly in production with considerably low carbon emissions. Despite being an alternative material, the structural behavior of GC is a rarely studied subj
Externí odkaz:
https://doaj.org/article/5445e01902714d4eb918b63ba2923ecd
Autor:
Mehdi Ozturk, Guray Arslan
Publikováno v:
Buildings, Vol 12, Iss 12, p 2053 (2022)
Active research is ongoing regarding the mechanical behavior of structural members manufactured from geopolymer concrete (GC), as it lacks standardized/codified manufacturing and design procedures. This study aims to address the shear behavior of GC
Externí odkaz:
https://doaj.org/article/88825407ea23435f9a84d75a8dead307
Publikováno v:
Structures. 48:1391-1402
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c3657aa51afdee6265555b57d3f63cc
https://doi.org/10.1016/j.istruc.2023.01.028
https://doi.org/10.1016/j.istruc.2023.01.028
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 170:190-198
The structural performance of reinforced-concrete (RC) beams can be enhanced by introducing various types of randomly dispersed discrete fibres into the concrete matrix. While the shear behaviour of steel fibre RC beams has been studied substantially
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b997457756c1cd412bc81730dcbc69ef
https://doi.org/10.1680/jstbu.16.00202
https://doi.org/10.1680/jstbu.16.00202
Autor:
Mehdi Ozturk, Guray Arslan
Publikováno v:
Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering ISBN: 9783319931562
Reinforced concrete (RC) beams with light transverse reinforcement are vulnerable to shear failure during seismic response. The codes require the use of a certain amount of transverse reinforcement to resist the expected total shear demand to prevent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::978dd6ea952c0d89413a0d4fd1361268
https://doi.org/10.1007/978-3-319-93157-9_18
https://doi.org/10.1007/978-3-319-93157-9_18
