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Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns Journal article
Yao, Ye, Quach, Wai-Meng, Young, Ben. Stress–strain model and design strength of cold-formed steel non-slender elliptical tubular stub columns[J]. THIN-WALLED STRUCTURES, 2022, 181, 110037.
Authors:  Yao, Ye;  Quach, Wai-Meng;  Young, Ben
Favorite | TC[WOS]:10 TC[Scopus]:10  IF:5.7/5.6 | Submit date：2022/08/29
Cold-formed Steel  Elliptical Hollow Sections  Local Buckling  Post-local Buckling  Stress–strain Model  Stub Column  
Performance of single-coped beam with slender web and quantification of local web buckling strength Journal article
Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Performance of single-coped beam with slender web and quantification of local web buckling strength[J]. Thin-Walled Structures, 2019, 144, 106355.
Authors:  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:12 TC[Scopus]:14  IF:5.7/5.6 | Submit date：2021/03/11
Finite Element Analysis  Local Web Buckling  Parametric Study  Post-buckling Behaviour  Single-coped Beam  Slender Web  
Performance of single-coped beam with slender web and quantification of local web buckling strength Journal article
Yam, CH, Ke, KK, Lam, C. C., Zhao, QY. Performance of single-coped beam with slender web and quantification of local web buckling strength[J]. Thin-Walled Structures, 2019, 144, 106355-106355.
Authors:  Yam, CH;  Ke, KK;  Lam, C. C.;  Zhao, QY
Favorite | TC[WOS]:12 TC[Scopus]:14  IF:5.7/5.6 | Submit date：2022/08/06
Single-coped Beam  Slender Web  Local Web Buckling  Post-buckling Behaviour  Finite Element Analysis  Parametric Study