Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Hasan Orhun Köksal"'
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 24, Iss 3, Pp 255-272 (2019)
Betonarme yapı ve yapı elemanları, kullanım süreleri boyunca çevresel faktörler, uygun olmayan kullanım, deprem etkisi gibi çeşitli yük etkilerine maruz kalırlar. Düşük malzeme dayanımı ve kalitesi yapının taşıma gücünü azalta
Externí odkaz:
https://doaj.org/article/428f25179255475c929df2a1d98ce40d
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 24, Iss 3, Pp 255-272 (2019)
Volume: 24, Issue: 3 255-272
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Volume: 24, Issue: 3 255-272
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Betonarme yapı ve yapı elemanları, kullanım süreleri boyunca çevresel faktörler, uygun olmayankullanım, deprem etkisi gibi çeşitli yük etkilerine maruz kalırlar. Düşük malzeme dayanımı ve kalitesiyapının taşıma gücünü azaltan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2f2b1034c9dc6a7aa6986e074ee8c86f
https://dergipark.org.tr/tr/pub/uumfd/issue/49627/477912
https://dergipark.org.tr/tr/pub/uumfd/issue/49627/477912
Autor:
Bilge Doran, Hasan Orhun Köksal
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 164:391-408
Applying fibre-reinforced polymer sheets around existing columns is an innovative technique in the field of civil engineering due to their high stiffness and strength-to-weight ratio, corrosion resistance and potentially high durability. The confinem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c1478930cf9dca62ee3dc16d0cc2923
https://doi.org/10.1680/stbu.2011.164.6.391
https://doi.org/10.1680/stbu.2011.164.6.391
Publikováno v:
Journal of Materials in Civil Engineering. 17:107-115
To date, only linear elastic analyses have been used to explain the compression behavior of the concrete masonry prisms. In this study, nonlinear three-dimensional finite element analyses, based on both an elastoplastic approach and an isotropic dama
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa1d5a09ad204f537414c573606f3256
https://doi.org/10.1061/(asce)0899-1561(2005)17:1(107)
https://doi.org/10.1061/(asce)0899-1561(2005)17:1(107)
Publikováno v:
Canadian Journal of Civil Engineering. 31:1012-1023
Since only a limited number of experimental and analytical studies have been carried out for the purpose of developing strength design procedures for reinforced blockwork masonry columns, there is a certain need for further studies that reflect mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba8a066a5e36b470ef87313793e78b8c
https://doi.org/10.1139/l04-058
https://doi.org/10.1139/l04-058