Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Umut HASGÜL"'
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
Autor:
Umut HASGÜL, Niyazi BIÇAKÇIOĞLU
Publikováno v:
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi. 37:2241-2258
Bu çalışmada, Ultra Yüksek Performanslı Beton (UYPB) karışımında çimento yerine farklı oranlarda Cam Tozu (CT) ve Yüksek Fırın Cürufunun (YFC) kullanılabilirliği beton basınç dayanımı bakımından incelenmiştir. Bu çerçevede,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f7e6bc23fbd4b4a9ebde0859be72cdb
https://doi.org/10.17341/gazimmfd.868527
https://doi.org/10.17341/gazimmfd.868527
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:
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
Autor:
Niyazi BIÇAKÇIOĞLU, Umut HASGÜL
Publikováno v:
Volume: 24, Issue: 1 373-390
Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Bu çalışmada, çelik lifsiz ve lifli Ultra Yüksek Performanslı Beton (UYPB) karışımlarında çimento yerine farklı oranlarda Cam Tozu (CT) ve/veya Yüksek Fırın Cürufu (YFC) ikamelerinin beton basınç dayanımı üzerindeki etkileri para
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::45ee842d0dd7bbc1532b29c76d8f919e
https://dergipark.org.tr/tr/pub/baunfbed/issue/65201/1018871
https://dergipark.org.tr/tr/pub/baunfbed/issue/65201/1018871
Autor:
Umut Hasgül
Publikováno v:
Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi. 22:354-366
Bu çalışmada, yapı sistemlerinin şekildeğiştirme esaslı tasarımı ve değerlendirilmesi çerçevesinde, eşdeğer akma eğrilikleri için literatürde önerilen pratik yaklaşımların geçerliliği kare enkesitli betonarme kolonlar üzerind
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bedeea1ec7b872dbfdcac847b13f4276
https://doi.org/10.25092/baunfbed.680831
https://doi.org/10.25092/baunfbed.680831
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:
Umut Hasgül
Publikováno v:
Materials
Volume 13
Issue 7
Materials, Vol 13, Iss 1594, p 1594 (2020)
Volume 13
Issue 7
Materials, Vol 13, Iss 1594, p 1594 (2020)
In this study, the response quantities affecting the equivalent yield curvature, which is important in the deformation-based seismic design and assessment of structural systems, are investigated for reinforced concrete columns with a square cross-sec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f540e91bac5b047191b9bf205ef595d5
https://hdl.handle.net/20.500.12462/11355
https://hdl.handle.net/20.500.12462/11355
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