Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Tamer Birol"'
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 21, Iss 2, Pp 499-514 (2016)
Bu çalışmada, Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik’te (DBYBHY) betonarme elemanlar için öngörülen şekildeğiştirme esaslı hasar sınırları deneysel olarak incelenmiştir. Bunun için, düşük beton dayanımına
Externí odkaz:
https://doaj.org/article/07ae6b7073c54ff6b4092e1ee5eb139d
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 21, Iss 2, Pp 499-514 (2016)
In this study, the deformation based limit states stipulated for reinforced concrete members in the Turkish Earthquake Code (TEC) were experimentally investigated. Thus four RC cantilever columns which have low concrete compressive strengths and have
Externí odkaz:
https://doaj.org/article/0ac93b7fc99a4eb5bdf7d84d0ab695df
Publikováno v:
Volume: 34, Issue: 2
Turkish Journal of Civil Engineering
Turkish Journal of Civil Engineering
In the present study, the impacts of variety of fiber types and amounts on shear dominant Ultra High Performance Fiber Reinforced Concrete (UHPFRC) beams and the feasibility of fully replacement of stirrups by the steel fibers were investigated. Fift
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aa0723e4c1722ffd7f860cb94777c433
https://doi.org/10.18400/tjce.1237663
https://doi.org/10.18400/tjce.1237663
Publikováno v:
Advances in Structural Engineering. 22:1591-1605
In this study, the effects of different fiber types on shear behavior (cracking pattern, shear cracking strength, ultimate shear strength, and post-cracking deformability) of ultrahigh-performance fiber-reinforced concrete beams were investigated exp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::358c3ae39eb3ad435a3dd3f0b8d301c5
https://doi.org/10.1177/1369433218820788
https://doi.org/10.1177/1369433218820788
Publikováno v:
Structural Concrete. 19:1577-1590
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac2037c6cb2b5db5f548bc570da00ed8
https://doi.org/10.1002/suco.201700089
https://doi.org/10.1002/suco.201700089
Autor:
Altuğ Yavaş, Tamer Birol
Publikováno v:
Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi. :1-15
Bu calismada, Ultra Yuksek Dayanimli Beton’un (UYDB) betonarme kirislerin egilme davranisina etkileri deneysel ve sayisal olarak incelenmistir. Deneysel kisimda ortalama 135 MPa’ lik UYDB kullanilarak dusuk ve yuksek donati oranlarina sahip dort
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d89a33a00e493397b461c32b9801bb67
https://doi.org/10.25092/baunfbed.369062
https://doi.org/10.25092/baunfbed.369062
Publikováno v:
Applied Sciences
Volume 9
Issue 24
Volume 9
Issue 24
In the presented paper, the effectiveness of steel fiber use on the shear and flexure behaviors of ultra-high performance concrete (UHPC) beams and the feasibility of steel fibers in place of shear reinforcement were investigated experimentally. In t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::535d1e2743b4408fb13f3888b951f4be
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 21, Iss 2, Pp 499-514 (2016)
Volume: 21, Issue: 2 499-514
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Volume: 21, Issue: 2 499-514
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Bu çalışmada, Deprem Bölgelerinde Yapılacak Binalar Hakkında Yönetmelik’te (DBYBHY) betonarme elemanlar için öngörülen şekildeğiştirme esaslı hasar sınırları deneysel olarak incelenmiştir. Bunun için, düşük beton dayanımına
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::00813344c6264121cf49fac840e5ca71
https://dergipark.org.tr/tr/pub/uumfd/issue/25597/285488
https://dergipark.org.tr/tr/pub/uumfd/issue/25597/285488
Publikováno v:
Volume: 31, Issue: 6 10379-10397
Teknik Dergi
Teknik Dergi
Yavaş, Altuğ (Balikesir Author)
This study investigates the flexural behavior of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with hybrid steel fiber referencing the ASTM standard C 1609. Two types of end-hooked fibers in macro fi
This study investigates the flexural behavior of Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with hybrid steel fiber referencing the ASTM standard C 1609. Two types of end-hooked fibers in macro fi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::34780666321b7aabc0d3282a84954cfb
https://dergipark.org.tr/tr/pub/tekderg/issue/46052/485565
https://dergipark.org.tr/tr/pub/tekderg/issue/46052/485565
Publikováno v:
Volume: 30, Issue: 1 8777-8801
Teknik Dergi
Teknik Dergi
Çalışmada, betonarme kirişlerde Ultra Yüksek Perfromanslı Lifli Beton (UYPLB) kullanımının, kiriş sünekliği, taşıma kapasitesi, eğilme rijitliği, kırılma şekilleri ve çatlak davranışı üzerindeki etkileri deneysel olarak incele
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::74e5879c06c5e289abb287ba862865af
https://dergipark.org.tr/tr/pub/tekderg/issue/36767/287116
https://dergipark.org.tr/tr/pub/tekderg/issue/36767/287116