Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Fethullah Uslu"'
Autor:
Fethullah Uslu, Kıvanç Taşkın
Publikováno v:
Düzce Üniversitesi Bilim ve Teknoloji Dergisi, Vol 9, Iss 3, Pp 81-95 (2021)
Bu çalışma, çelik gömmeli kompozit kolonların, beton dayanımı ile boyuna donatı oranının değişimine göre eksenel basınç kuvveti etkisindeki davranışını açıklamaktadır. Bu sebeple, dört farklı boyuna donatı (ϕ16-20-24-30), b
Externí odkaz:
https://doaj.org/article/f982e2f0340046fd8b7c2773f66ee9f3
Publikováno v:
International Journal of Steel Structures. 23:154-171
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65ca5880b6dffd2c5ee125a3a2fb4bba
https://doi.org/10.1007/s13296-022-00685-0
https://doi.org/10.1007/s13296-022-00685-0
Publikováno v:
Iğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisi. 11:333-344
Amerikan Beton Enstitüsü (ACI 318), AISC-LRFD Şartnamesi, AISC Sismik Yönetmelikleri ve EN-1994 kompozit kolon tasarımına yönelik hesaplamaları ve sınır şartlarını belirtmektedir. Bu yönetmelikler kullanılarak, yapısal çelik ve beton
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2da5b35a8868f8efea40937380588341
https://doi.org/10.21597/jist.789886
https://doi.org/10.21597/jist.789886
Publikováno v:
Volume: 6, Issue: 2 119-128
European Mechanical Science
European Mechanical Science
In this study, equal strength cantilever and simply supported beams made of functionally graded material (FGM) whose material properties vary though the height direction were investigated. These equal strength cantilever FGM beams were loaded with un
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e6cb675330f513dcf0bb724c8fe9ff5c
https://dergipark.org.tr/tr/pub/ems/issue/68650/1015629
https://dergipark.org.tr/tr/pub/ems/issue/68650/1015629
Publikováno v:
Bitlis Eren Üniversitesi Fen Bilimleri Dergisi. 8:628-641
In this study, deflections of orthotropic beams along the beam length are calculated by using static analysis according to Euler-Bernoulli and Timoshenko beam theories. Since the mechanical properties of the materials change as the orientation angle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a390f498e374d784bf6d732e1bf5e1d4
https://doi.org/10.17798/bitlisfen.495517
https://doi.org/10.17798/bitlisfen.495517
Autor:
Kıvanç Taşkin, Fethullah Uslu
Publikováno v:
Ek Sayı; Volume: 9, Issue: 3 81-95
Düzce Üniversitesi Bilim ve Teknoloji Dergisi
Düzce Üniversitesi Bilim ve Teknoloji Dergisi
In this study, four prototypical design examples were developed to investigate the behavior and design requirements for concrete-encased composite columns. All columns are square with a fixed transverse reinforcing bar arrangement but with different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2a89c4c0aca9b53593e54ecdd7b7816d
https://dergipark.org.tr/tr/pub/dubited/issue/62574/884144
https://dergipark.org.tr/tr/pub/dubited/issue/62574/884144
Publikováno v:
Volume: 3, Issue: 2 133-144
International Journal of Engineering and Innovative Research
International Journal of Engineering and Innovative Research
In this paper, a series of analysis with finite element method was carried out with varying hole shapes of perforation as well as plate dimensions. Eight different models about holes that number of edges at the hole is four to infinite namely circula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::89cc696d28adda58dbae8a10a4860b9f
https://dergipark.org.tr/tr/pub/ijeir/issue/60591/883510
https://dergipark.org.tr/tr/pub/ijeir/issue/60591/883510
Two-dimensional frames are made of elastic and perfectly plastic materials. Frames are analized by using the step by step elastoplastic analysis method where the applied loads are gradually increased at each step until a plastic hinge is developed. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::aad42a193e73c9f22c5b102436e9c986
https://hdl.handle.net/20.500.12438/9239
https://hdl.handle.net/20.500.12438/9239
Critical deflection and stress values of perforated circular plates under loads has an important role on the design criteria. For the perforated circular plates, the basic problem is determining how they have a perforation schema for the most suitabl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dff18510773212394a1b4858a7463250
https://hdl.handle.net/20.500.12438/8751
https://hdl.handle.net/20.500.12438/8751
Publikováno v:
Volume: 10, Issue: 1 22-29
International Journal of Engineering Research and Development
International Journal of Engineering Research and Development
Buçalışmada plak düzlemine dik yükle yüklenmiş basit mesnetli ortotrop inceplaklar modellenerek denge denklemleri oluşturulmuştur. Plağa etkiyen yüktipine bağlı olarak ortotrop plağa etkiyen düşey yüklerin çift Fourier serisineaçı
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::63ff2c94ecf2c8f1cda793c50bb39387
https://dergipark.org.tr/tr/pub/umagd/issue/36839/419658
https://dergipark.org.tr/tr/pub/umagd/issue/36839/419658