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A study of net-section resistance of high strength steel bolted connections Journal article
Thin-Walled Structures, 2021,Volume: 159
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite |  | TC[WOS]:2 TC[Scopus]:4 | Submit date:2021/03/11
Bolted connections  Experimental investigation  Finite element analysis  High strength steel  Net section resistance  Reliability analysis  
Block shear failure of S275 and S690 steel angles with single-line bolted connections Journal article
Journal of Constructional Steel Research, 2020,Volume: 170
Authors:  Jiang,Binhui;  Yam,Michael C.H.;  Ke,Ke;  Lam,Angus C.C.;  Zhao,Qingyang
Favorite |  | TC[WOS]:4 TC[Scopus]:6 | Submit date:2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Thin-Walled Structures, 2020,Volume: 151
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag  
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 |  | TC[WOS]:11 TC[Scopus]:13 | Submit date:2018/10/30
Shear lag  High strength steel  Tension angle  Experiment  Design method  
Vibration-based damage detection for structural connections using incomplete modal data by Bayesian approach and model reduction technique Journal article
ENGINEERING STRUCTURES, 2016,Volume: 132,Page: 260-277
Authors:  Tao Yin;  Qing-Hui Jiang;  Ka-Veng Yuen
Favorite |  | TC[WOS]:68 TC[Scopus]:75 | Submit date:2018/10/30
Structural Connection  Damage Detection  Bayesian Probabilistic Approach  Finite Element Model Reduction  System Modal Parameters  
Numerical study of block shear strength of coped beams bolted with angles/tee-section Conference paper
From Materials to Structures: Advancement through Innovation, Sydney, Australia, December, 11-14
Authors:  Seak K.S.;  Lam A.C.C.;  Yam M.C.H.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/02/14
Block shear strength of coped beams with single-sided bolted connection Journal article
Journal of Constructional Steel Research, 2013,Volume: 86,Page: 153-166
Authors:  Fang C.;  Lam A.C.C.;  Yam M.C.H.;  Seak K.S.
Favorite |  | TC[WOS]:25 TC[Scopus]:26 | Submit date:2019/02/14
Beam Connection  Block Shear  Bolted Connection  Coped Beam  Eccentricity  
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 |  | TC[WOS]:12 TC[Scopus]:18 | 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 |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2019/05/27
Steel Tension Member  Shear Lag Effects  Welded Connection