Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Genshu, Tong"'
Publikováno v:
Buildings, Vol 14, Iss 2, p 347 (2024)
The local buckling of I-section beams is investigated with the flange–web interactions taken into account. Using numerical results employing the finite element method and a semi-analytical method, the flange–web interactions of I-sections and the
Externí odkaz:
https://doaj.org/article/a4e03c7eeee4474ea678a652f71cc766
Publikováno v:
Buildings, Vol 13, Iss 7, p 1732 (2023)
The steel racks on the floor are seen as live loads in the current design process, ignoring the interaction with the supporting frames. In this paper, multiple steel racks with different masses and stiffnesses are placed on the first floor of a two-s
Externí odkaz:
https://doaj.org/article/83c3ff0c531b4deba71e6cbc668c6a62
Publikováno v:
In Journal of Constructional Steel Research January 2020 164
Publikováno v:
Earthquake Engineering & Structural Dynamics; 4/25/2024, Vol. 53 Issue 5, p1681-1704, 24p
Publikováno v:
Structures. 34:3894-3905
The outstand flanges of aluminium alloy angles are sensitive to local buckling due to the low elastic modulus of material. To improve the sectional buckling stress, lips could be introduced to improve the stability behaviour of the outstand flanges.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df88514709e284a137fab77ac394ae42
https://doi.org/10.1016/j.istruc.2021.10.014
https://doi.org/10.1016/j.istruc.2021.10.014
Publikováno v:
Structures. 34:4715-4730
The concrete-filled wide rectangular steel tubular (CFWRST) column is attracting more and more attention in engineering practice. The aspect ratio of CFWRST section is normally 2.0–3.0, which exceeds the limitation in existing studies, being less t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06ba51c1a5c027fad1af0f3383d4a6cd
https://doi.org/10.1016/j.istruc.2021.10.074
https://doi.org/10.1016/j.istruc.2021.10.074
Publikováno v:
Structures. 33:3137-3146
In recent years, the concrete-filled wide rectangular steel tubular (CFWRST) columns, whose cross-sectional width-to-depth ratio exceeds 2.0, is widely utilized in medium- and high-rise buildings. The global buckling behavior of CFWRST columns is of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16b14adb40a5125ff4c7ca7a01969219
https://doi.org/10.1016/j.istruc.2021.06.065
https://doi.org/10.1016/j.istruc.2021.06.065
Autor:
Genshu Tong, Chenhao Lin
Publikováno v:
Structures. 31:1173-1184
This paper developed relations between buckling and vibrational characteristics of coupled walls systems. The buckling behavior and the vibrational period of coupled shear walls with multiple wall piers as well as with varied cross-sectional rigiditi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46ade4875d898e765c97776704bd835c
https://doi.org/10.1016/j.istruc.2021.01.084
https://doi.org/10.1016/j.istruc.2021.01.084
Publikováno v:
Journal of Building Engineering. 67:106005
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a42789d779cde2cdd95e0faa3b0d1229
https://doi.org/10.1016/j.jobe.2023.106005
https://doi.org/10.1016/j.jobe.2023.106005
Design of vertically stiffened steel plate walls under combined uniaxial compression and shear loads
Publikováno v:
Structures. 26:348-361
Elastic buckling of stiffened steel plate walls (S-SPWs) under combined compression and shear was studied focusing on the stiffness demand on stiffeners to implement subpanel’s buckling mode. Flat-bars and closed form stiffeners were considered. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c62fc92c96be04a8f23da8155698a80b
https://doi.org/10.1016/j.istruc.2020.04.024
https://doi.org/10.1016/j.istruc.2020.04.024