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Block shear performance of double-line bolted S690 steel angles under uniaxial tension Journal article
Ke, Ke, Zhang, Mingyuan, Yam, Michael C.H., Lam, Angus C.C., Wang, Junjie, Jiang, Binghui. Block shear performance of double-line bolted S690 steel angles under uniaxial tension[J]. Thin-Walled Structures, 2021, 171, 108668.
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael C.H.;  Lam, Angus C.C.;  Wang, Junjie; et al.
Favorite | TC[WOS]:27 TC[Scopus]:29  IF:5.7/5.6 | Submit date：2022/03/04
Block Shear  Bolted Connection  Connection Capacity  High-strength Steel  Numerical Simulation  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin, Xue-Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin, Xue-Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2022/08/06
High Strength Steel  Net Section Resistance  Bolted Connections  Experimental Investigation  Finite Element Analysis  Reliability Analysis  
Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms Journal article
Deng,Yu, Li,Zhenzhen, Zhang,Hexin, Corigliano,Alberto, Lam,Angus C.C., Hansapinyo,Chayanon, Yan,Zhitao. Experimental and analytical investigation on flexural behaviour of RC beams strengthened with NSM CFRP prestressed concrete prisms[J]. Composite Structures, 2021, 257.
Authors:  Deng,Yu;  Li,Zhenzhen;  Zhang,Hexin;  Corigliano,Alberto;  Lam,Angus C.C.; et al.
Favorite | TC[WOS]:20 TC[Scopus]:25  IF:6.3/5.9 | Submit date：2021/03/11
Analytical Model  Cfrp-pcps  Flexural Behaviour  Nsm Strengthening  
A study of net-section resistance of high strength steel bolted connections Journal article
Lin,Xue Mei, Yam,Michael C.H., Chung,Kwok Fai, Lam,Angus C.C.. A study of net-section resistance of high strength steel bolted connections[J]. THIN-WALLED STRUCTURES, 2021, 159, 107284.
Authors:  Lin,Xue Mei;  Yam,Michael C.H.;  Chung,Kwok Fai;  Lam,Angus C.C.
Favorite | TC[WOS]:18 TC[Scopus]:20  IF:5.7/5.6 | Submit date：2021/03/11
Bolted Connections  Experimental Investigation  Finite Element Analysis  High Strength Steel  Net Section Resistance  Reliability Analysis  
High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure Journal article
Ke,Ke, Yam,Michael C.H., Zhang,Huanyang, Lam,Angus C.C., Zhou,Xuhong. High-strength steel frames with SMA connections in self-centring energy-dissipation bays: Insights and a multimodal nonlinear static procedure[J]. Smart Materials and Structures, 2020, 29(12), 125020.
Authors:  Ke,Ke;  Yam,Michael C.H.;  Zhang,Huanyang;  Lam,Angus C.C.;  Zhou,Xuhong
Favorite | TC[WOS]:52 TC[Scopus]:45  IF:3.7/3.8 | Submit date：2021/03/11
Energy Dissipation Bay  High Strength Steel  Nonlinear Static Procedure  Self-centring  Shape Memory Alloy  
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]:27 TC[Scopus]:32  IF:4.0/4.2 | Submit date：2021/03/11
Block Shear  Design Method  Finite-element Model  High-strength Steel  Test  
Genetic risk of extranodal natural killer T-cell lymphoma: a genome-wide association study in multiple populations Journal article
Lin G.-W., Xu C., Chen K., Huang H.-Q., Chen J., Song B., Chan J.K.C., Li W., Liu W., Shih L.-Y., Chuang W.-Y., Kim W.S., Tan W., Peng R.-J., Laurensia Y., Cheah D.M.Z., Huang D., Cheng C.L., Su Y.-J., Tan S.-Y., Ng S.-B., Tang T.P.L., Han K., Wang V.Y.-F., Jia W.-H., Pei Z., Li Y.-J., Gao S., Shi Y., Hu Z., Zhang F., Zhang B., Zeng Y.-X., Shen H., He L., Ong C.K., Lim S.T., Chanock S., Kwong Y.-L., Lin D., Rothman N., Khor C.C., Lan Q., Bei J.-X., Au W.-Y., Chiu B., Fan L., Li Z., LAM T.H., Liang R., Yeh S.-P., Xu J., Ip D.K.M., Li G., Xu G., Wang X., Bai O., Cai Q.-Q., Xia Y., Chen J.-R., Luo C.-L., Xiong X.-Y., Zeng Y., Wei P.-P., Liu C.-J., Liu Y.-X., Cao Y.-L., He S., Liu Y., Ha J.C.H., Khoo L.P., Kee R.X., Tan J., Liu Y., Zhang F., Feng Y., Rao H., Chng W.J., Chan J.Y.S., Somasundaram N.D., Tao M., Ras M.F.B.H., Yeoh K.-W., Goh Y.T., Ong S.Y., Grigoropoulos N.F., Wong E.K.Y., Pang J.W.L., Lim J.Q., Chia B.K.H., Kim S.J., Yoon S.E., Choi S., Kuo C.-Y., Chen T.-Y., Su Y.-C., Huang W.-T., Lee M.-Y., Yao W., Ngan K.-C., Liu H., Lee H., Yip S.-F., Liu J., Li J., Rabkin C.S., Berndt S., Bassig B., Hu W., Zhao M., Li Y., Zhai Q., Shao Z., Qiu L., Wang J., Xu F.-P., Chen L., Hou Y., Xu S., Huang Z., Xie M., Li M., Zhong S., Zhang Y., Gu D., Wang X., Foo J.N., Li Z., Dai J., Sun L., Wang Z., Liu H., Zhou H., Sun Y., Koh W.-P., Heng C.-K., Hong C.S., Ahn J., Park K.H., Tin A., Gu J., Xia X., Li B., Yu X., International NKTCL Working Group. Genetic risk of extranodal natural killer T-cell lymphoma: a genome-wide association study in multiple populations[J]. The Lancet Oncology, 2020, 21(2), 306-316.
Authors:  Lin G.-W.;  Xu C.;  Chen K.;  Huang H.-Q.;  Chen J.; et al.
Favorite | TC[WOS]:49 TC[Scopus]:52  IF:41.6/42.2 | Submit date：2022/06/15
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  
Experimental and analytical investigation of steel reinforced grout (SRG) strengthened masonry panels Journal article
Wang X., Lam C.C., Iu V.P., Kou K.P.. Experimental and analytical investigation of steel reinforced grout (SRG) strengthened masonry panels[J]. Key Engineering Materials, 2017, 747 KEM, 226-233.
Authors:  Wang X.;  Lam C.C.;  Iu V.P.;  Kou K.P.
Favorite | TC[Scopus]:2 | Submit date：2019/02/12
Analytical Study  Diagonal Compression Tests  Masonry Strengthening  Steel Reinforced Grout (Srg)  
Forced vibration analysis of functionally graded beams by the meshfree boundary-domain integral equation method Journal article
Yang Y., Lam C.C., Kou K.P.. Forced vibration analysis of functionally graded beams by the meshfree boundary-domain integral equation method[J]. Engineering Analysis with Boundary Elements, 2016, 72, 100-110.
Authors:  Yang Y.;  Lam C.C.;  Kou K.P.
Favorite | TC[WOS]:25 TC[Scopus]:25 | Submit date：2019/02/13
Finite Element Analysis  Forced Vibration Dynamic Analysis  Functionally Graded Beams  Meshfree Boundary-domain Integral Equation Method  Radial Integral Method (Rim)