Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Dong Ku Shin"'
Autor:
Dong Ku Shin, Kyungsik Kim
Publikováno v:
International Journal of Steel Structures. 19:1875-1894
The flexural behaviors of composite I-girders made of a high performance steel, HSB690, having a yield strength of 690 MPa in negative moment, were numerically investigated by applying an incremental ultimate strength analysis with material and geome
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d93df3739463d7331bf1e229d7836cd
https://doi.org/10.1007/s13296-019-00251-1
https://doi.org/10.1007/s13296-019-00251-1
Autor:
Dong Ku Shin, Joon Tae Ahn
Publikováno v:
Journal of Korean Society of Steel Construction. 30:25-35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83837541fdf8b3188d9f87fed3bf37f3
https://doi.org/10.7781/kjoss.2018.30.1.025
https://doi.org/10.7781/kjoss.2018.30.1.025
Autor:
Joon Tae Ahn, Dong Ku Shin
Publikováno v:
Journal of Korean Society of Steel Construction. 29:123-134
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6fec6b94466d8e154c488daefbff3bde
https://doi.org/10.7781/kjoss.2017.29.2.123
https://doi.org/10.7781/kjoss.2017.29.2.123
Publikováno v:
Journal of Constructional Steel Research. 95:230-241
This paper presents a set of new strength equations for box girder flanges stiffened with open ribs subjected to uniaxial compression. Tee type and flat-plate type cross-section ribs were considered in the isolated stiffened plate systems that were s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ca362f91a9786e395995abd718a22a3
https://doi.org/10.1016/j.jcsr.2013.12.014
https://doi.org/10.1016/j.jcsr.2013.12.014
Autor:
Nam-Il Kim1 kni8501@gmail.com, Dong Ku Shin1 dkshin@mju.ac.kr
Publikováno v:
Computational Mechanics. Apr2009, Vol. 43 Issue 4, p493-514. 22p. 4 Diagrams, 6 Charts, 13 Graphs.
Autor:
Nam-IL Kim1, Dong Ku Shin1 kni8501@gmail.com
Publikováno v:
Advances in Structural Engineering. Apr2008, Vol. 11 Issue 2, p151-176. 26p. 3 Diagrams, 11 Charts, 13 Graphs.
Publikováno v:
Canadian Journal of Civil Engineering. Oct2005, Vol. 32 Issue 5, p825-829. 5p. 1 Diagram, 1 Chart, 3 Graphs.
Publikováno v:
International Journal of Steel Structures. 13:291-303
The ultimate flexural strengths of bisymmetric and monosymmetric I-girders subjected to local bend-buckling in webs have been investigated by nonlinear finite element analysis incorporating post-buckling behaviors. The plate girders fabricated with h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bec329b4615ba63914c381a64add8e02
https://doi.org/10.1007/s13296-013-2008-3
https://doi.org/10.1007/s13296-013-2008-3
Autor:
Kyungsik Kim, Dong Ku Shin
Publikováno v:
Advanced Materials Research. :1025-1028
The ultimate compressive strengths of high performance steel (HPS) plate system stiffened longitudinally by closed stiffeners have been investigated by the nonlinear finite element analysis. Both conventional and high performance steels were consider
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::999306b06ece3d5699529c015de19a29
https://doi.org/10.4028/www.scientific.net/amr.671-674.1025
https://doi.org/10.4028/www.scientific.net/amr.671-674.1025
Autor:
Eun-Young Cho, Dong Ku Shin
Publikováno v:
Journal of The Korean Society of Civil Engineers. 33:81-92
The ultimate flexural strength of HSB I-girders, considering the effect of local bucking, was investigated through a series of nonlinear finite element analysis. The girders were selected such that the inelastic local flange buckling or the plastic y
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5db237a5709796dbae1a904c2959729
https://doi.org/10.12652/ksce.2013.33.1.081
https://doi.org/10.12652/ksce.2013.33.1.081