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LAM CHI CHIU [4]
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Journal article [6]
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Local web buckling of single-coped beam connections with slender web
Journal article
Ke, Ke, Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Local web buckling of single-coped beam connections with slender web[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 150, 543-555.
Authors:
Ke, Ke
;
Yam, Michael C. H.
;
Lam, Angus C. C.
;
Chung, K. F.
Favorite
|
TC[WOS]:
18
TC[Scopus]:
19
IF:
4.0
/
4.2
|
Submit date:2019/01/17
Single-coped Beam Connection
Slender Web
Local Web Buckling
Experiment
Finite Element Analysis
Shear lag effect on ultimate tensile capacity of high strength steel angles
Journal article
Ke, Ke, Xiong, Y. H., Yam, Michael C. H., Lam, Angus C. C., Chung, K. F.. Shear lag effect on ultimate tensile capacity of high strength steel angles[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 145, 300-314.
Authors:
Ke, Ke
;
Xiong, Y. H.
;
Yam, Michael C. H.
;
Lam, Angus C. C.
;
Chung, K. F.
Favorite
|
TC[WOS]:
31
TC[Scopus]:
34
IF:
4.0
/
4.2
|
Submit date:2018/10/30
Shear Lag
High Strength Steel
Tension Angle
Experiment
Design Method
Reinforcing strategies for double-coped beams against local web buckling
Journal article
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Ke, Ke. Reinforcing strategies for double-coped beams against local web buckling[J]. ENGINEERING STRUCTURES, 2017, 152, 736-749.
Authors:
Fang, Cheng
;
Yam, Michael C. H.
;
Lam, Angus C. C.
;
Ke, Ke
Favorite
|
TC[WOS]:
7
TC[Scopus]:
8
IF:
5.6
/
5.8
|
Submit date:2018/10/30
Double-coped Beam
Stiffener
Doubler Plate
Local Web Buckling
Numerical Study
Prescriptive Design Methods
Strength and behaviour of reinforced double-coped beams against local web buckling
Journal article
Lam, Angus C. C., Yam, Michael C. H., Fang, Cheng. Strength and behaviour of reinforced double-coped beams against local web buckling[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138, 38-50.
Authors:
Lam, Angus C. C.
;
Yam, Michael C. H.
;
Fang, Cheng
Favorite
|
TC[WOS]:
6
TC[Scopus]:
7
IF:
4.0
/
4.2
|
Submit date:2018/10/30
Double-coped Beams (Dcbs)
Local Web Buckling (Lwb)
Reinforced
Full-scale Tests
Numerical Study
Local web buckling of double-coped steel beam connections
Journal article
Fang, Cheng, Yam, Michael C. H., Lam, Angus C. C., Liu, Yunhao, Chung, K. F.. Local web buckling of double-coped steel beam connections[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 128, 166-178.
Authors:
Fang, Cheng
;
Yam, Michael C. H.
;
Lam, Angus C. C.
;
Liu, Yunhao
;
Chung, K. F.
Favorite
|
TC[WOS]:
10
TC[Scopus]:
11
IF:
4.0
/
4.2
|
Submit date:2018/10/30
Double-coped Beam
Connections
Local Web Buckling
Full-scale Tests
Numerical Study
Experimental study of shear lag effects on welded steel tension members
Conference paper
Michael C. H. Yam, H. T. Zhu, Angus C. C. Lam, V. P. Iu. Experimental study of shear lag effects on welded steel tension members[C]:SOUTHEAST UNIV PRESS, 2 SIPAILOU, NANJING 210096, PEOPLES R CHINA, 2005, 503-512.
Authors:
Michael C. H. Yam
;
H. T. Zhu
;
Angus C. C. Lam
;
V. P. Iu
Favorite
|
TC[WOS]:
0
|
Submit date:2019/05/27
Steel Tension Member
Shear Lag Effects
Welded Connection
Local web buckling strength of coped steel I beams
Journal article
Michael C. H. Yam, Angus C. C. Lam, V. P. Iu, J. J. R. Cheng. Local web buckling strength of coped steel I beams[J]. Journal of Structural Engineering, 2003, 129(1), 3-11.
Authors:
Michael C. H. Yam
;
Angus C. C. Lam
;
V. P. Iu
;
J. J. R. Cheng
Favorite
|
TC[WOS]:
24
TC[Scopus]:
26
IF:
3.7
/
3.9
|
Submit date:2019/05/17
Buckling
Steel Beams
Strength