Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Young-Kyun Hong"'
Autor:
Seog-Jong Lee, Byoung-Ug Kim, Young-Kyun Hong, Yeong-Seob Lee, Young-Hun Go, Seung-Pyo Yang, Geun-Woo Hyun, Geon-Ho Yi, Jea-Chul Kim, Dae-Yeoal Kim
Publikováno v:
Journal of Environmental Health Sciences. 47:548-557
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67c92ef2cd7d2b35db133078b0431f5a
https://doi.org/10.5668/jehs.2021.47.6.548
https://doi.org/10.5668/jehs.2021.47.6.548
Publikováno v:
Journal of the Korean Society for Advanced Composite Structures. 2:23-29
This study investigates the axial behavior of CFRP strengthened circular CFT columns and proposes the design formula of CFRP strengthened circular CFT columns. 10 specimens were prepared and axial loading test were conducted to investigate the retrof
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5464611443176a7385afdf4e21feb095
https://doi.org/10.11004/kosacs.2011.2.1.023
https://doi.org/10.11004/kosacs.2011.2.1.023
Publikováno v:
Steel & Composite structures. 10:187-205
The existing CFT columns present the deterioration in confining effect after the yield of steel tube, local buckling and the deterioration in load capacity. If lateral load such as earthquake load is applied to CFT columns, strong shearing force and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd50c212f97a86c26343ed7e5b9c91b0
https://doi.org/10.12989/scs.2010.10.2.187
https://doi.org/10.12989/scs.2010.10.2.187
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 13:61-71
This paper presents the results of an experiment comparing the current circular CFT columns and circular CFT columns that were additionally confined by carbon fiber sheets (CFS) under axial loading. The main experimental parameters are the numbers of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b78206528bd3cbb714d36fe6c079a3d0
https://doi.org/10.5000/eesk.2009.13.5.061
https://doi.org/10.5000/eesk.2009.13.5.061
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 12:29-36
The TR-CFT(Transversely Reinforced Concrete Filled Steel Tube) column is proposed to control or at least delay the state of local buckling at the critical section by wrapping the CFT columns with a carbon fiber sheet. In this study, an equation to de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae1f7aaaa30e3130455abf1ec00e772d
https://doi.org/10.5000/eesk.2008.12.3.029
https://doi.org/10.5000/eesk.2008.12.3.029
Publikováno v:
Journal of the Earthquake Engineering Society of Korea. 12:21-28
The CFT (Concrete Filled Steel Tube) columns became popular in high rise building construction due to not only its composite effect but also economic advantage. However, it has been pointed out in various previous researches that the current practice
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50b48edd5603f4abb496877c204bf264
https://doi.org/10.5000/eesk.2008.12.1.021
https://doi.org/10.5000/eesk.2008.12.1.021
Publikováno v:
Key Engineering Materials. :1385-1388
his study was prosecuted to analyze a structural resistance degradation model for the existing column in the 3-story building to be remodeled. The probabilistic random variables in this study were dealt with an initial member strength, current maximu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::484367bccbd963653f9ae25c8aa652c2
https://doi.org/10.4028/www.scientific.net/kem.345-346.1385
https://doi.org/10.4028/www.scientific.net/kem.345-346.1385
Publikováno v:
Key Engineering Materials. :141-144
The study of girder-to-column joints under experiment and numerical analysis was carried out to evaluate change of the flexural capacity of the joints with the 2-layer upper reinforcement of girder within rectangular section and the single-layered up
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d6ce65cc113f1aa9cadb3aef3e24551
https://doi.org/10.4028/www.scientific.net/kem.345-346.141
https://doi.org/10.4028/www.scientific.net/kem.345-346.141
Autor:
Andrzej S. Nowak, Young-Kyun Hong
Publikováno v:
Journal of Structural Engineering. 117:2757-2767
Live load is an important load component for highway bridges. The paper summarizes the available data base and formulates the approach to calculating maximum moments and shears for various time per...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3556708c9f1ac7968efdd7c20f7b7c8c
https://doi.org/10.1061/(asce)0733-9445(1991)117:9(2757)
https://doi.org/10.1061/(asce)0733-9445(1991)117:9(2757)
