Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Fırat, Fatih Kürşat"'
Autor:
Fırat, Fatih Kürşat1, Tanrıverdi, Şükran1 sukran_tugrulelci@hotmail.com, Ural, Ali1, KARA, Mehmet Emin1
Publikováno v:
Nigde Omer Halisdemir University Journal of Engineering Sciences / Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi. 2022, Vol. 11 Issue 2, p326-334. 9p.
Publikováno v:
Structures. 45:2185-2197
Tie-rods fixed in different ways in arch and column (pillar) junction areas of historical structures are frequently encountered. These tension members used to sustain the stability of arches play a significant role in the survival of the whole buildi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::30f1189683e63e0ebedd7a7511975541
https://doi.org/10.1016/j.istruc.2022.10.044
https://doi.org/10.1016/j.istruc.2022.10.044
Akademický článek
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Autor:
Fırat, Fatih Kürşat, Güven, Atahan
Tarihi yapı taşıyıcı elemanlarının dayanımlarında zamanla azalmalar görülebilmektedir. Üzerine gelen yükü taşımada zorlanan dayanım ve dayanıklılıklarının bir kısmını kaybetmiş tarihi yapı elemanları zamanla ciddi oranda y
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_____10012::903a0d90132df94d70edfd361cecd971
https://avesis.kayseri.edu.tr/publication/details/1e8c79f9-645e-46f3-92b2-5676d1430597/oai
https://avesis.kayseri.edu.tr/publication/details/1e8c79f9-645e-46f3-92b2-5676d1430597/oai
Autor:
Güven, Atahan, Fırat, Fatih Kürşat
Tarihi yapı taşıyıcı elemanlarının dayanımlarında; sıcaklık,nem, eleman kayıpları, malzeme dayanım azalması, doğal afetler ve zeminoturmaları gibi bazı nedenlerden dolayı zamanla azalmalar görülebilmektedir.Üzerine gelen yükü
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_____10012::b0c9ea9ffadcaf4148e235e770ee8630
https://avesis.kayseri.edu.tr/publication/details/be026d56-3b3b-4895-9f76-2729cd4a19cf/oai
https://avesis.kayseri.edu.tr/publication/details/be026d56-3b3b-4895-9f76-2729cd4a19cf/oai
The growth parameters of gilthead seabream (Sparus aurata) fry supplied from three different hatcheries stocked in nine HDPE offshore cages (30 m diameter and 22 m depth) were investigated for 450 days. It was determined that the fish obtained from F
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______9436::9e1e87d5b765eed5cbb5182a3b347aa2
https://hdl.handle.net/11454/80589
https://hdl.handle.net/11454/80589
Autor:
Fırat, Fatih Kürşat, Semih Yücemen, M.
Fırat, Fatih Kürşat (Aksaray, Yazar)
In this study, earthquake loads are investigated statistically and compared with the nominal earthquake loads calculated according to the Turkish Earthquake Code, namely: "Specifications for Structures to
In this study, earthquake loads are investigated statistically and compared with the nominal earthquake loads calculated according to the Turkish Earthquake Code, namely: "Specifications for Structures to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4866::829c08aebf69818ed837f4ad9b2f6566
https://hdl.handle.net/20.500.12451/2163
https://hdl.handle.net/20.500.12451/2163
Autor:
Fırat, Fatih Kürşat, Eren, Ahmet
WOS: 000368517800012
The present paper deals with experimental behavior of deformed brick masonry arches strengthened with the fiber reinforced polymer (FRP). Seven arches were fabricated using commercial clay brick and low strength lime-based m
The present paper deals with experimental behavior of deformed brick masonry arches strengthened with the fiber reinforced polymer (FRP). Seven arches were fabricated using commercial clay brick and low strength lime-based m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c867ebb31470eb16e73f4a523f9b9064
https://hdl.handle.net/20.500.12451/6175
https://hdl.handle.net/20.500.12451/6175
Autor:
Fırat, Fatih Kürşat, Yücemen, M. Semih
WOS: 000339783800002
In this study, a procedure for the determination of new load and resistance factors for reinforced concrete structural members is proposed in view of the fact that the design practice in Turkey has changed after the occurren
In this study, a procedure for the determination of new load and resistance factors for reinforced concrete structural members is proposed in view of the fact that the design practice in Turkey has changed after the occurren
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4866::e6475094ba0e47437cf74d582e43b710
https://hdl.handle.net/20.500.12451/6281
https://hdl.handle.net/20.500.12451/6281
Akademický článek
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