Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Ertekin ÖZTEKİN"'
Autor:
Ertekin Öztekin Öztekin
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 21, Iss 6, Pp 213-223 (2016)
Design of the distance of bolts to each other and design of the distance of bolts to the edge of connection plates are made based on minimum and maximum boundary values proposed by structural codes. In this study, reliabilities of those distances wer
Externí odkaz:
https://doaj.org/article/5fd015aecb4a4d20b49a8dd89bdf6abb
Autor:
Ertekin Öztekin Öztekin
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 21, Iss 6, Pp 213-223 (2016)
Cıvatalı çelik yapı elemanı birleşimlerinde, cıvatalar arası uzaklıkların ve cıvataların çelik levha kenarına uzaklıklarının tasarımı yönetmeliklerde belirtilen minimum ve maksimum sınırlar temel alınarak yapılmaktadır. Bu ç
Externí odkaz:
https://doaj.org/article/7a8acb6d519c48249b5066d1459a2afe
Autor:
Ertekin Öztekin Öztekin
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 21, Iss 6, Pp 213-223 (2015)
Design of the distance of bolts to each other and design of the distance of bolts to the edge of connection plates are made based on minimum and maximum boundary values proposed by structural codes. In this study, reliabilities of those distances wer
Externí odkaz:
https://doaj.org/article/0bdb2c4c7b844ba794f7812fafdc304a
Publikováno v:
Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Vol 6, Iss 3, Pp 128-134 (2002)
Yüksek performanslı beton konusunda bir çok araştırma yapılmış olnıa sına rağmen bu betonun özelikleri henüz geleneksel betonunki kadar )-��irlenebilmiş değildir. Yönetmeliklerde beton yapıların projetendirilmesi için kullanıl
Externí odkaz:
https://doaj.org/article/569a197903c943d9805894589f256491
Bulanık Mantık Yaklaşımıyla Süneklik Düzeyi Sınırlı Betonarme Kirişlerin Kesme Dayanımlarının Hesabı
Autor:
Ertekin Öztekin
Publikováno v:
Volume: 4, Issue: 1 1-10
ALKÜ Fen Bilimleri Dergisi
ALKÜ Fen Bilimleri Dergisi
Bu çalışmada, süneklik düzeyi sınırlı dikdörtgen kesitli betonarme kirişlerin kesme dayanımının hesabı için bulanık mantık yöntemi kullanılmıştır. Çalışmada, kesit genişliği, kesit yüksekliği, brüt beton örtüsü kalın
Autor:
Ertekin ÖZTEKİN
Publikováno v:
Volume: 13, Issue: 1 1-22
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
Gümüşhane University Journal of Science and Technology
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
Gümüşhane University Journal of Science and Technology
In this study, a fuzzy logic model was constituted by using the Fuzzy Logic (FL) method, which is one of the traditional artificial intelligence (AI) methods, in order to estimate the shear strength of reinforced concrete (RC) beams with limited duct
Autor:
Ertekin ÖZTEKİN
Publikováno v:
Volume: 4, Issue: 3 120-142
ALKÜ Fen Bilimleri Dergisi
ALKÜ Fen Bilimleri Dergisi
In this study, by using the fuzzy logic method, one of the artificial intelligence methods, two fuzzy models were constituted to determine the capacities of steel pipe profiles under the effect of tensile and compressive forces. In both fuzzy models
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9dfe3eace1fecd299f7e51526945b6e2
https://dergipark.org.tr/tr/pub/alku/issue/73106/1134295
https://dergipark.org.tr/tr/pub/alku/issue/73106/1134295
Autor:
Ertekin Öztekin
Publikováno v:
Volume: 11, Issue: 3 675-691
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
In almost all deterministic and artificial intelligence techniques, for the solution of the scientific problems such as design and control problems, the output estimations are performed depending on manuplations on the values of input variables. With
Autor:
Ertekin Öztekin
Publikováno v:
Volume: 11, Issue: 3 768-791
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
Gümüşhane Üniversitesi Fen Bilimleri Dergisi
In the first part of this study, which consists of two parts, the introduction of the fuzzy inverse logic method, its foundations, computation and process flow and details were given. In this second part, the method was applied on a very simple mathe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad61f84e018d22d5be2973f69767e8a4
https://dergipark.org.tr/tr/pub/gumusfenbil/issue/63829/894879
https://dergipark.org.tr/tr/pub/gumusfenbil/issue/63829/894879
Autor:
Ertekin Öztekin
Publikováno v:
Engineering Computations. 33:2019-2044
Purpose A lot of triaxial compressive models for different concrete types and different concrete strength classes were proposed to be used in structural analyses. The existence of so many models creates conflicts and confusions during the selection o