|
Selected(0)Clear
Items/Page: Sort: |
| Shear lag effect on ultimate tensile capacity of high strength steel angles Journal article
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018,Volume: 145,Page: 300-314
Authors: Ke, Ke; Xiong, Y. H.; Yam, Michael C. H.; Lam, Angus C. C.; Chung, K. F.
  Favorite | View/Download：26/0 | TC[WOS]:7 TC[Scopus]:7 | Submit date：2018/10/30
Shear lag High strength steel Tension angle Experiment Design method |
| Design for inelastic local web buckling of coped beams Journal article
Journal of Constructional Steel Research, 2016,Volume: 125,Page: 173-189
Authors: Lam A.C.C. ; Zhang Y.; Qin Y.; Yam M.C.H.; Iu V.P.
Favorite | View/Download：7/0 | TC[WOS]:2 TC[Scopus]:3 | Submit date：2019/02/12
Coped Beams Design Approach Finite Element Analysis Inelastic Local Web Buckling |
| Local failures of coped steel beams — A state-of-the-art review Journal article
Journal of Constructional Steel Research, 2014,Volume: 102,Page: 217-232
Authors: Michael C.H.Yam; ChengFang; Angus C.C.Lam; J.J. RogerCheng
Favorite | View/Download：9/0 | TC[WOS]:12 TC[Scopus]:12 | Submit date：2019/05/17
Coped (Notched) Steel Beam Local Web Buckling Block Shear Fatigue Design Review |
| Influence of shear lag on ultimate tensile capacity of angles and tees Journal article
Journal of Constructional Steel Research, 2013,Volume: 84,Page: 49-61
Authors: Fang C.; Lam A.C.C.; Yam M.C.H.
Favorite | View/Download：8/0 | TC[WOS]:7 TC[Scopus]:7 | Submit date：2019/02/14
Effective Area Reliability Analysis Shear Lag Tension Member Welded Connection |
| 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 |
| An investigation of the block shear strength of coped beams with a welded clip angle connection - Part I: Experimental study Journal article
Journal of Constructional Steel Research, 2007,Volume: 63,Issue: 1,Page: 96-115
Authors: Michael C.H. Yam; Y.C. Zhong; Angus C.C. Lam; V.P. Iu
Favorite | View/Download：12/0 | TC[WOS]:11 TC[Scopus]:16 | Submit date：2018/10/30
Block Shear Tests Coped Beams Local Web Buckling Tension Fracture Welded Clip Angles |
| 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]:33 | Submit date：2019/02/12
Design Charts General Design Guidelines Gusset Plate Connection Inelastic Plate Buckling Equation Parametric Study |
