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The shear lag effects on welded steel single angle tension members Journal article
Journal of Constructional Steel Research, 2009,Volume: 65,Issue: 5,Page: 1171-1186
Authors:  H.T. Zhu;  Michael C.H. Yam;  Angus C.C. Lam;  V.P. Iu
Favorite | View/Download:17/0 | TC[WOS]:9 TC[Scopus]:9 | Submit date:2019/02/12
Angles  Design  Experiments  Shear Lag  Tension Member  Welded Connections  
Experimental study of shear lag effects on welded steel tension members Conference paper
ISISS 2005: Innovation & Sustainability of Structures, Nanjing, PEOPLES R CHINA, NOV 20-22, 2005
Authors:  Michael C. H. Yam;  H. T. Zhu;  Angus C. C. Lam;  V. P. Iu
Favorite | View/Download:20/0 | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection  
Analytical investigation and the design of the compressive strength of steel gusset plate connections Journal article
Journal of Constructional Steel Research, 2002,Volume: 58,Issue: 11,Page: 1473-1493
Authors:  Sheng N.;  Yam C.H.;  Iu V.P.
Favorite | View/Download:7/0 | TC[WOS]:17 TC[Scopus]:32 | Submit date:2019/02/12
Design Charts  General Design Guidelines  Gusset Plate Connection  Inelastic Plate Buckling Equation  Parametric Study