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Faculty of Scien... [6]
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LAM CHI CHIU [2]
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Journal article [7]
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2021 [1]
2018 [2]
2015 [2]
2013 [2]
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英語English [7]
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Mechanical behaviour of a new ECC-encased CFST column to RC beam connection under cyclic loading
Journal article
Dong, Bingqing, Pan, Jinlong, Cai, Jingming, Xu, Li. Mechanical behaviour of a new ECC-encased CFST column to RC beam connection under cyclic loading[J]. Engineering Structures, 2021, 234, 111951.
Authors:
Dong, Bingqing
;
Pan, Jinlong
;
Cai, Jingming
;
Xu, Li
Favorite
|
TC[WOS]:
34
TC[Scopus]:
36
IF:
5.6
/
5.8
|
Submit date:2021/12/08
Beam-column Connection
Ductility
Ecc
Ecc-encased Cfst Column
Seismic Resistance
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
Local web buckling of single-coped beam connections with slender web
Journal article
Ke, K, Yam, M, Lam, C. C., Chung, K. Local web buckling of single-coped beam connections with slender web[J]. Journal of Constructional Steel Research, 2018, 543-555.
Authors:
Ke, K
;
Yam, M
;
Lam, C. C.
;
Chung, K
Favorite
|
TC[WOS]:
18
TC[Scopus]:
19
IF:
4.0
/
4.2
|
Submit date:2022/08/06
Single-coped Beam Connection
Slender Web
Local Web Buckling
Experiment
Finite Element Analysis
Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices
Journal article
Fang C., Yam M.C.H., Lam A.C.C., Zhang Y.. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices[J]. Smart Materials and Structures, 2015, 24(7).
Authors:
Fang C.
;
Yam M.C.H.
;
Lam A.C.C.
;
Zhang Y.
Favorite
|
TC[WOS]:
110
TC[Scopus]:
121
|
Submit date:2019/02/14
Beam-to-column Connection
Damper
Numerical Study
Ring spRing
Self-centring
Shape Memory Alloy (Sma)
Superelastic
Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices
Journal article
Fang, C, Yam, C. H., Lam, C. C., Zhang, Y. Y.. Feasibility study of shape memory alloy ring spring systems for self-centring seismic resisting devices[J]. Smart Materials and Structures, 2015, 1-19.
Authors:
Fang, C
;
Yam, C. H.
;
Lam, C. C.
;
Zhang, Y. Y.
Favorite
|
TC[WOS]:
110
TC[Scopus]:
121
|
Submit date:2022/08/06
Shape Memory Alloy (Sma)
Superelastic
Ring spRing
Self-centring
Numerical Study
Beam-to-column Connection
Damper
Block shear strength of coped beams with single-sided bolted connection
Journal article
Fang, C, Lam, C. C., Yam, M. C. H., Seak, K. S.. Block shear strength of coped beams with single-sided bolted connection[J]. Journal of Constructional Steel Research, 2013, 153-166.
Authors:
Fang, C
;
Lam, C. C.
;
Yam, M. C. H.
;
Seak, K. S.
Favorite
|
TC[WOS]:
30
TC[Scopus]:
30
IF:
4.0
/
4.2
|
Submit date:2022/08/06
Block Shear
Bolted Connection
Coped Beam
Eccentricity
Beam Connection
Block shear strength of coped beams with single-sided bolted connection
Journal article
Fang C., Lam A.C.C., Yam M.C.H., Seak K.S.. Block shear strength of coped beams with single-sided bolted connection[J]. Journal of Constructional Steel Research, 2013, 86, 153-166.
Authors:
Fang C.
;
Lam A.C.C.
;
Yam M.C.H.
;
Seak K.S.
Favorite
|
TC[WOS]:
30
TC[Scopus]:
30
|
Submit date:2019/02/14
Block Shear
Bolted Connection
Coped Beam
Eccentricity
Beam Connection