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Block shear performance of double-line bolted S690 steel angles under uniaxial tension
Journal article
Thin-Walled Structures, 2022,Volume: 171
Authors:
Ke, Ke
;
Zhang, Mingyuan
;
Yam, Michael C.H.
;
Lam, Angus C.C.
;
Wang, Junjie
;
Jiang, Binghui
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TC[WOS]:
0
TC[Scopus]:
0
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Submit date:2022/03/04
Block Shear
Bolted Connection
Connection Capacity
High-strength Steel
Numerical Simulation
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
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TC[WOS]:
5
TC[Scopus]:
6
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Submit date:2021/03/11
Block Shear
Design Method
Finite-element Model
High-strength Steel
Test
Toward the Total Synthesis of Eurifoloid A
Journal article
ORGANIC LETTERS, 2017,Volume: 19,Issue: 10,Page: 2742-2745
Authors:
Liu, Xin
;
Liu, Junyang
;
Zhao, Jing
;
Li, Shaoping
;
Li, Chuang-Chuang
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TC[WOS]:
31
TC[Scopus]:
31
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Submit date:2018/10/30
An investigation of the block shear strength of coped beams with bolted connection
Project
项目类型: MYRG, 项目编号: MYRG143(Y1-L2)-FST11-LCC, 2017-
Authors:
SENGFONG
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TC[WOS]:
0
TC[Scopus]:
0
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Submit date:2022/02/16
Synthesis of Five- and Six-Membered N-Phenylacetamido Substituted Heterocycles as Formyl Peptide Receptor Agonists
Journal article
DRUG DEVELOPMENT RESEARCH, 2017,Volume: 78,Issue: 1,Page: 49-62
Authors:
Vergelli, Claudia
;
Schepetkin, Igor A.
;
Ciciani, Giovanna
;
Cilibrizzi, Agostino
;
Crocetti, Letizia
;
Giovannoni, Maria Paola
;
Guerrini, Gabriella
;
Iacovone, Antonella
;
Kirpotina, Liliya N.
;
Ye, Richard D.
;
Quinn, Mark T.
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TC[WOS]:
6
TC[Scopus]:
5
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Submit date:2018/10/30
formyl peptide receptor
agonist
pyridazin-3(2H)-one
neutrophil
Ca2+flux
Block shear strength and design of coped beams with double bolt-line connections
Journal article
Engineering Structures, 2015,Volume: 100,Page: 293-307
Authors:
Lam A.C.C.
;
Fang C.
;
Yam M.C.H.
;
Wang W.
;
Iu V.P.
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TC[WOS]:
12
TC[Scopus]:
12
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Submit date:2019/02/12
Block Shear
Coped Steel Beams
Design
Double Bolt-line
Full-scale Tests
Reliability Analysis
Block shear strength and design of coped beams with double bolt-line connections
Journal article
Engineering Structures, 2015,Volume: 100,Page: 293-307
Authors:
Lam,Angus C.C.
;
Fang,Cheng
;
Yam,Michael C.H.
;
Wang,Wei
;
Iu,V. P.
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TC[WOS]:
12
TC[Scopus]:
12
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Submit date:2021/03/09
Block shear
Coped steel beams
Design
Double bolt-line
Full-scale tests
Reliability analysis
Local failures of coped steel beams — A state-of-the-art review
Journal article
Journal of Constructional Steel Research, 2014,Volume: 102,Page: 217-232
Authors:
Michael C.H.Yam
;
ChengFang
;
Angus C.C.Lam
;
J.J. RogerCheng
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TC[WOS]:
17
TC[Scopus]:
18
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Submit date:2019/05/17
Coped (Notched) Steel Beam
Local Web Buckling
Block Shear
Fatigue
Design
Review
Local failures of coped steel beams - A state-of-the-art review
Journal article
Journal of Constructional Steel Research, 2014,Volume: 102,Page: 217-232
Authors:
Yam,Michael C.H.
;
Fang,Cheng
;
Lam,Angus C.C.
;
Cheng,J. J.Roger
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TC[WOS]:
17
TC[Scopus]:
18
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Submit date:2021/03/11
Block shear
Coped (notched) steel beam
Design
Fatigue
Local web buckling
Review
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.
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TC[WOS]:
0
TC[Scopus]:
0
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Submit date:2019/02/14