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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
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
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
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)