Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Onur Tunaboyu"'
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 28, Iss 3, Pp 775-790 (2023)
Steel reinforced concrete facing members, which are used to fix geosynthetic reinforcements working against tensile forces inside soils and to resist active lateral earth pressures, have certain disadvantages, such as massiveness and corrosion. In ad
Externí odkaz:
https://doaj.org/article/950ab8a7dec24d0194e2711de6927e3d
Publikováno v:
Mühendislik Bilimleri ve Tasarım Dergisi. 10:1315-1324
Eğimli veya dik arazilerdeki yanal toprak basıncı ve yüzey duraylılığı gibi etkilere karşı kullanılan ağır prekast betonarme paneller hem şantiyeye iletim hem de yerleştirme sırasında ciddi sorunlara neden olmaktadır. Üretim aşama
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc60da867b00fbb0c39734aa3107ccc3
https://doi.org/10.21923/jesd.1049392
https://doi.org/10.21923/jesd.1049392
Publikováno v:
Structures. 28:1774-1784
The use of fiber-reinforced polymer (FRP) composites for the confinement of concrete has become one of the major retrofitting methods for improving the axial behavior of reinforced concrete columns. Although a significant improvement in the axial beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f68d701f01eda1db319cab2bb421eec4
https://doi.org/10.1016/j.istruc.2020.10.015
https://doi.org/10.1016/j.istruc.2020.10.015
A moderate earthquake with a magnitude Mw of 6.8 occurred in the Sivrice district of Elazig Province in Eastern Turkey on January 24th, 2020. The mainshock and long-term aftershocks gave rise to considerable structural damage and affected the local s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2306b024629e7a8d7307e6a3236fad3
https://avesis.deu.edu.tr/publication/details/dc08d384-2253-4ff9-b74f-086711113bb9/oai
https://avesis.deu.edu.tr/publication/details/dc08d384-2253-4ff9-b74f-086711113bb9/oai
Structural Failure Evaluation of a Substandard RC Building due to Basement Story Short-Column Damage
A vast majority of existing substandard reinforced concrete (RC)-framed buildings are prone to seismic damage because of improper design and construction applications as well as poor material properties. In this study, field investigation and analyti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::170a915d44f9f150f71a82efb1ca5114
https://avesis.deu.edu.tr/publication/details/b24cb411-02e1-4f52-9c9d-a776e415636a/oai
https://avesis.deu.edu.tr/publication/details/b24cb411-02e1-4f52-9c9d-a776e415636a/oai
Publikováno v:
Volume: 36, Issue: 1 147-162
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Infill walls are mostly considered as distributed load only on the beams in the design and assessment of RC buildings. However, it has been emphasized by many researchers that the infill walls have a considerable impact on the seismic behavior of rei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f86544173d87df6bd780c83d2104dd42
https://dergipark.org.tr/tr/pub/gazimmfd/issue/58008/673866
https://dergipark.org.tr/tr/pub/gazimmfd/issue/58008/673866
Publikováno v:
Journal of Composites for Construction. 23
The response of a shear critical substandard reinforced concrete beam and the structural repair of the predamaged beam by carbon-fiber-reinforced polymer sheets (CFRPs) were investigated by...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::937d08a4d93f6e490e8cbe3f320457d0
https://doi.org/10.1061/(asce)cc.1943-5614.0000966
https://doi.org/10.1061/(asce)cc.1943-5614.0000966
Shape memory alloys (SMAs) have been utilized as an alternative to conventional materials for seismic retrofit applications in the last two decades. The effectiveness of SMAs to provide further improvement in seismic behavior of structures was demons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59dd2ef7bd65c516821237fc2ee2e72e
https://avesis.deu.edu.tr/publication/details/fe8bde56-5e3e-42ee-9a5d-8ed118c79ae9/oai
https://avesis.deu.edu.tr/publication/details/fe8bde56-5e3e-42ee-9a5d-8ed118c79ae9/oai
Publikováno v:
Composite Structures. 238:112003
The response of both substandard as-built and CFRP retrofitted RC beam-column joints was investigated by a stochastic study to identify the effect of inherent uncertainties in material constitutive models. Since the scatter of the capacity is inevita
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70a703a3858d72ca3f7cbb79e2a38cab
https://doi.org/10.1016/j.compstruct.2020.112003
https://doi.org/10.1016/j.compstruct.2020.112003
WOS: 000447789600009
A series of tests on three full-scale substandard exterior beam-column joints were performed to investigate the efficiency of the proposed retrofit configuration, which is the use of externally applied post-tensioned shape m
A series of tests on three full-scale substandard exterior beam-column joints were performed to investigate the efficiency of the proposed retrofit configuration, which is the use of externally applied post-tensioned shape m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b964183fa92543d50c2b88f86249e75
https://hdl.handle.net/11421/21031
https://hdl.handle.net/11421/21031