Zobrazeno 1 - 10
of 235
pro vyhledávání: '"Siu-Lai Chan"'
A consistent tapered beam-column element allowing for different variations and initial imperfections
Publikováno v:
Structures. 33:3443-3460
In this paper, a new consistent analytical model is proposed for second-order direct analysis of steel structures with tapered members allowing for both symmetric and asymmetric variations. The proposed model is implemented in a flexibility-based bea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0332e0212ddf8360f933bf8a23f7118
https://doi.org/10.1016/j.istruc.2021.06.069
https://doi.org/10.1016/j.istruc.2021.06.069
Publikováno v:
International Journal of Structural Stability and Dynamics. 23
The warping effects may predominate in geometrically nonlinear analysis of open cross-section members. The formulation of conventional beam-column elements incorporating the warping effects is cumbersome due to the method considering the inconsistenc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b43aa7ed8c2a15ff9fc7cb9e60e76df
https://doi.org/10.1142/s0219455423500529
https://doi.org/10.1142/s0219455423500529
Publikováno v:
ce/papers. 4:2249-2254
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df6e1e9df429db9c706763ab3cd8b5ca
https://doi.org/10.1002/cepa.1546
https://doi.org/10.1002/cepa.1546
Publikováno v:
Landslides. 17:2723-2736
Flexible barriers have been widely adopted to mitigate the debris flow disasters. However, the research on the coupled interaction analysis between flexible barriers and debris flows with boulders in front is rarely reported. In this paper, a two-sta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4c1a005e56ee1ed1a95eb492ef450b01
https://doi.org/10.1007/s10346-020-01463-x
https://doi.org/10.1007/s10346-020-01463-x
Publikováno v:
Structures. 24:542-552
Modern structural design requires the nonlinear characteristics within structural behaviors to be considered in analysis. Due to the limited deformation capacity of the conventional cubic Hermite beam-column element, a frame member has to be finely m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1552cf105f785d574d8b30f5a6145c21
https://doi.org/10.1016/j.istruc.2020.01.036
https://doi.org/10.1016/j.istruc.2020.01.036
Publikováno v:
Advances in Structural Engineering. 23:2121-2135
Latticed structures are commonly used in transmission towers due to lightweight, fast fabrication, and easy installation, but they generally experience more complicated structural behaviors. The full-scale tests on transmission towers have revealed l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a72042d4f96b15f231eb0650e6b0fdf
https://doi.org/10.1177/1369433220906226
https://doi.org/10.1177/1369433220906226
Autor:
Siu-Lai Chan, J.G. Teng
These two volumes of proceedings contain 9 invited keynote papers and 126 contributed papers to be presented at the Second International Conference on Advances in Steel Structures held on 15-17 December 1999 in Hong Kong. The conference is a sequel t
Publikováno v:
Journal of Structural Engineering. 147
The beam–column element analysis method has been extensively adopted in practice, relying on the robustness of its element formulation. Steel members with open sections are commonly used; t...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f0170a8322df47c9b4318d161ed5a09
https://doi.org/10.1061/(asce)st.1943-541x.0003185
https://doi.org/10.1061/(asce)st.1943-541x.0003185
Publikováno v:
Journal of Constructional Steel Research. 198:107537
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b76d41cefee37c34b214b52b6e86e4d
https://doi.org/10.1016/j.jcsr.2022.107537
https://doi.org/10.1016/j.jcsr.2022.107537
Publikováno v:
Thin-Walled Structures. 180:109883
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2ef21c97772f4c1bd17306aaf91ccf1
https://doi.org/10.1016/j.tws.2022.109883
https://doi.org/10.1016/j.tws.2022.109883