Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Özgür Yurdakul"'
Publikováno v:
Structures. 47:2515-2530
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::059a4c57778b400f176b3fb8629c7593
https://doi.org/10.1016/j.istruc.2022.12.062
https://doi.org/10.1016/j.istruc.2022.12.062
Publikováno v:
Nondestructive Testing and Evaluation. :1-26
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::23a6f2faf4ec12c15d501344c4c0a228
https://doi.org/10.1080/10589759.2022.2140155
https://doi.org/10.1080/10589759.2022.2140155
Publikováno v:
Structures. 41:568-585
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd3104995aa377a74b6bf25cf770e681
https://doi.org/10.1016/j.istruc.2022.05.036
https://doi.org/10.1016/j.istruc.2022.05.036
Publikováno v:
Bulletin of Earthquake Engineering. 19:6081-6111
Post-earthquake observations have outlined the poor seismic performance of substandard reinforced concrete (RC) beam-column joints in existing buildings. They often exhibit significant cracking even under moderate intensity earthquakes, compromising
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1012ad427fdee06b60ec34efce0e5de3
https://doi.org/10.1007/s10518-021-01218-6
https://doi.org/10.1007/s10518-021-01218-6
Corrosion is one of the most critical issues leading to damage in reinforced concrete structures. In most cases, the detection of corrosion damage is performed by visual inspection. Other techniques (drilling cores with petrography or chemical examin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1de94aafe895550b584c469a02dc63a
https://doi.org/10.5194/egusphere-egu22-74
https://doi.org/10.5194/egusphere-egu22-74
There are certain situations where concrete structures are required to resist high temperatures. This applies to cases where exposure to high temperature is expected due to the special character of buildings or where the concrete structure is require
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a551d77be84f8e9170476efb00c445d
https://doi.org/10.5194/egusphere-egu21-8845
https://doi.org/10.5194/egusphere-egu21-8845
Substandard reinforced concrete (RC) joints often exhibited poor seismic performance even under moderate intensity earthquakes, which is due to the lack of earthquake-resistant design detailing. Premature joint cracking often compromises the seismic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a2d0d31041150cb3a7da55dc1828e6a
http://hdl.handle.net/11588/865120
http://hdl.handle.net/11588/865120
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
Generating the nonlinear behavior of substandard beam-column joints is challenging. Difficulties arise even more in reproducing the contribution of different nonlinear mechanisms (and their mutual effects) on the global cyclic response. This paper de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3bd83a39d191b514661dece0f5393dc3
http://hdl.handle.net/11588/831969
http://hdl.handle.net/11588/831969
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