Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Hilal Meydanli Atalay"'
Autor:
Hilal Meydanli Atalay, Sevket Ozden
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
The performance of precast concrete structures is greatly influenced by the response of beam–to-column connections. In this study, a new moment resisting precast concrete beam-column connection detail with post-tensioning bolts, made out of high yi
Externí odkaz:
https://doaj.org/article/cc35ad172ed54d85a0791b2e1e7b58f3
Autor:
Sevket Ozden, Hilal Meydanli Atalay
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
The performance of precast concrete structures is greatly influenced by the response of beam–to-column connections. In this study, a new moment resisting precast concrete beam-column connection detail with post-tensioning bolts, made out of high yi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a3ee3a598b9e71d010fed2d6417f8cc
https://www.frontiersin.org/articles/10.3389/fbuil.2021.639778/full
https://www.frontiersin.org/articles/10.3389/fbuil.2021.639778/full
Publikováno v:
Seismic Isolation, Structural Health Monitoring, and Performance Based Seismic Design in Earthquake Engineering ISBN: 9783319931562
Precast concrete frame systems are widely preferred for the single storey industrial buildings in Turkey and Europe due to its rapid and economical construction practice. Field investigations after past major earthquakes revealed that the damage in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30594076669b913917da70edf45ade57
https://doi.org/10.1007/978-3-319-93157-9_17
https://doi.org/10.1007/978-3-319-93157-9_17
Publikováno v:
Magazine of Concrete Research. 66:543-552
A destructive earthquake, magnitude of Mw = 7·2 (Richter scale), hit the city of Van, located in eastern Turkey, on 23 October 2011 and another major earthquake with a magnitude of Mw = 5·6 occurred on 9 November 2011. Significant damage was observ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb3aa3664efce0266a75e47a146d0b62
https://doi.org/10.1680/macr.13.00097
https://doi.org/10.1680/macr.13.00097
Publikováno v:
Structural Concrete. 15:229-239
A series of 10 reinforced concrete T-beams, designed deficient in shear, were tested in order to investigate the shear performance achieved through externally applied U-shaped FRP composite strips. Key variables of the study were: type of FRP composi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d611db11609e85a35b13cbc0fcef5eaf
https://doi.org/10.1002/suco.201300031
https://doi.org/10.1002/suco.201300031
Autor:
Hilal Meydanlı Atalay, Akın Türkoğlu
Publikováno v:
Düzce Üniversitesi Bilim ve Teknoloji Dergisi, Vol 10, Iss 4, Pp 1926-1938 (2022)
Mevcut yapı stokunda önemli bir yer tutan yığma binaların, günümüz yaşam standartları göz önünde alındığında kullanımına devam edilmesi için deprem güvenliğinin belirlenmesi gerekmektedir. Özellikle tarihi niteliği de olabilen
Externí odkaz:
https://doaj.org/article/68bb61cbf7594175b0212940d3098c43
Autor:
Sevket Ozden, Hilal Meydanli Atalay
Publikováno v:
Science and Engineering of Composite Materials, Vol 18, Iss 1-2, Pp 69-77 (2011)
The strength and post-peak performance of reinforced concrete corbels, strengthened with epoxy bonded glass fiber reinforced polymer (GFRP) overlays, were experimentally investigated. The test variables were the corbel shear span to depth ratio, corb
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f7183add9e36ea9c1cb6dbfe89e70b75
https://doi.org/10.1515/secm.2011.009
https://doi.org/10.1515/secm.2011.009
Publikováno v:
Advances in Computational Stability Analysis
© 2012 Cuhadaroglu et al., licensee InTech. This is an open access chapter distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/3.0), which permits unrestricted use, distribution, and reprod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a4cf3621c0801a6a67e22448052e1787
https://doi.org/10.5772/45807
https://doi.org/10.5772/45807