Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Turgay Coşgun"'
Publikováno v:
Journal of Structural Engineering & Applied Mechanics. 5:117-134
Structural performance of reinforced concrete (RC) structures should be improved due to new design standards, strength reduction, and/or functional changes throughout their service life. To reach a sufficient level of structural performance, the foll
Autor:
Baris Gunes, Turgay Cosgun, Namık Aysal, Kamran Samadi, Turhan Bilir, Onur Şimşek, Karsu Hatipoğlu, Baris Sayin
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03786- (2024)
Determining the seismic performance level of shaft structures is crucial due to their vital role in ensuring a water supply. Since these are underground structures, the loads they encounter and the structural modeling processes differ significantly f
Externí odkaz:
https://doaj.org/article/b1a0603bd6f5466f830bfb7041d159dc
Autor:
Turgay Cosgun, Oguz Ceylan, Mohammad Manzoor Nasery, Ömer Güler, Baris Sayin, Oğuz Uzdil, Cemil Akcay
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e02087- (2023)
The current paper presents all stages of a masonry building restoration including seismic performance assessment of the restored building, and a seismic retrofitting proposal accordingly. All these practices were carried out on a historical school bu
Externí odkaz:
https://doaj.org/article/19a4bb32593447deba4f0934b061b9f9
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e01849- (2023)
Assessment of structural performance under seismic effects is a very important step for restoration process of historic buildings that represent construction techniques and material characteristics of their era. This process consists of three stages
Externí odkaz:
https://doaj.org/article/dd829e2d414349ec861dc302510a0c29
Publikováno v:
Case Studies in Construction Materials, Vol 17, Iss , Pp e01680- (2022)
This paper reports an approach to seismic performance evaluation for masonry structures using linear, nonlinear, and kinematic limit analyses. Considering the analysis results, a retrofitting proposal using fiber-reinforced polymer composites was mad
Externí odkaz:
https://doaj.org/article/62aaa0e220f94656b7ebdb4ba3d3e779
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e00931- (2022)
This study aims to determine the effectiveness of a retrofitting technique based on the seismic performance analysis results comparison between two inactive multi-storey reinforced concrete (RC) buildings for a long period. Their seismic performance
Externí odkaz:
https://doaj.org/article/cf3def26b0394b3a9123b54a2a730d3a
Autor:
Atakan Mangir, Abdulrauf Kanishka, Cumhur Cosgun, Turgay Cosgun, Baris Sayin, Ahmet Murat Türk
Publikováno v:
Građevinar, Vol 71, Iss 12., Pp 1129-1141 (2019)
Suggestions for improving seismic performance of beam-column connections of the existing RC structures are presented in this paper. The use of low-strength concrete with plain bars without stirrups in joints is analysed, and behaviour of joints in th
Externí odkaz:
https://doaj.org/article/e116d2da78244dc2ae05322fa28b58f3
Autor:
Turgay Çoşgun
Publikováno v:
Sakarya Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Vol 21, Iss 5, Pp 831-841 (2017)
In Turkey, majority of the living areas is located on earthquake zones. However, uncontrolled growth of population and urbanization have been occurred as a result of the immigration associated with industrialization. The rapid and uncontrolled growth
Externí odkaz:
https://doaj.org/article/401ae4af30f84402b865e2dd2b37c061
Autor:
Turgay Çoşgun
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 3, Pp 419-426 (2003)
Bu çalışmada, yapı sistemlerinin; artan yükler altında ikinci mertebe etkileri göz önüne alarak hesaplanması için bir ardışık yaklaşım yöntemi geliştirilmiştir. Geliştirilen ardışık yaklaşım yönteminde, yapı sistemini oluş
Externí odkaz:
https://doaj.org/article/9c4c335d3dc1407e96567ac17d770bcc
Autor:
Turgay ÇOŞGUN
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 9, Iss 3, Pp 419-426 (2003)
In this study, a method which analyses structures under increasing loads and second-order theory of structural systems is developed. The displacement method used for programming considers the effects of axial loads on stiffness of the structural elem
Externí odkaz:
https://doaj.org/article/e7964ed15ffc4393b549090f24461225