Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Eray Özbek"'
Publikováno v:
Structural Concrete. 22:2029-2048
One of the well-known methods for rehabilitation of insufficient or damaged reinforced concrete (RC) beams is to add a new RC layer. Although RC beams strengthened or repaired in this way have proved themselves under monotonic and repeated loads, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7c9389f367a08af2d0905229f5eab65
https://doi.org/10.1002/suco.202000296
https://doi.org/10.1002/suco.202000296
Slabless reinforced concrete (RC) staircases attract architects with their aesthetically pleasing appearance and are therefore especially preferred for the interior design of prestigious buildings. The design and detailing of such staircases are base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b36e6d75b560bfda50a349e664f6ca48
https://avesis.gazi.edu.tr/publication/details/8e11e309-28c6-470c-8d49-ef1a17b6a0cf/oai
https://avesis.gazi.edu.tr/publication/details/8e11e309-28c6-470c-8d49-ef1a17b6a0cf/oai
Autor:
Bengi Aykaç, Mahmut Cem Yilmaz, Meryem Bocek, Eray Özbek, A.B. Khadeeja Mohammed, Sabahattin Aykaç, Şule Bakirci Er
WOS: 000529904300028 Reinforced concrete (RC) beams protrude from the ceiling, unless there is an infill wall beneath. Sometimes the construction of these beams is avoided due to aesthetic concerns, and instead a reinforcement arrangement with an equ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4d445d1446e716fe9d739f109c5796fb
https://hdl.handle.net/20.500.12587/12718
https://hdl.handle.net/20.500.12587/12718
Publikováno v:
Engineering Structures. 152:168-179
Brick infill walls are mostly used in reinforced concrete (RC) structures. It is a known fact that the use of these walls inside RC frames composed of columns and beams improves the strength and stiffness of the structure under seismic loadings. Sinc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8f52fd1049c903f6c55e65830e94c4cc
https://doi.org/10.1016/j.engstruct.2017.09.015
https://doi.org/10.1016/j.engstruct.2017.09.015
WOS: 000450404900006 Postfabricated beams, that is, newly constructed beams in an existing structural system, provide an effective remedial solution to the serviceability and strength problems in an existing floor system and the discontinuities and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4350f45ce4146a53572e374c0eef958a
https://hdl.handle.net/20.500.12587/8003
https://hdl.handle.net/20.500.12587/8003
Some bays of reinforced concrete (RC) buildings are mostly infilled with brick walls according to architectural demands. The brick infill walls are generally not considered load-bearing members, but they are known to increase the strength and stiffne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0da89c932363e3b065410c0af73c0f8
https://aperta.ulakbim.gov.tr/record/70053
https://aperta.ulakbim.gov.tr/record/70053
Publikováno v:
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Yapıya etki eden deprem kuvvetlerine karşı kısmen de olsa katkı sağlayan tuğla dolgu duvarların, çeşitli yöntem ve malzemelerle güçlendirilerek sünek betonarme perdeli sistem davranışına yaklaştırılabilmesi amacıyla oldukça fazl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b3ceae451f7c51588bd1fafb42fd5697
https://hdl.handle.net/20.500.12587/14214
https://hdl.handle.net/20.500.12587/14214
Publikováno v:
Novum: World of Graphic Design; Nov2009, p52-53, 2p
WOS: 000443787000073 A discussion on the paper by Leeanansaksiri et al. (2018) is presented. In the paper, strengthening of the masonry infill walls using ferrocement reinforced with standard expanded steel plates (EMS) was investigated experimentall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0e5bad6f7abd80d42a3716d8a1ebf1ea
https://hdl.handle.net/20.500.12587/7306
https://hdl.handle.net/20.500.12587/7306