UM

Browse/Search Results:  1-2 of 2 Help

Selected(0)Clear Items/Page:    Sort:
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Jiang,Binhui, Yam,Michael C.H., Ke,Ke, Lam,Angus C.C., Zhao,Qingyang. Block shear failure of S275 and S690 steel angles with single-line bolted connections[J]. Journal of Constructional Steel Research, 2020, 170.
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite | TC[WOS]:28 TC[Scopus]:35  IF:4.0/4.2 | Submit date:2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
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