Effects of elevated temperatures on bolted moment-connections between cold-formed steel members

James B.P. Lim; Ben Young

doi:10.1016/j.engstruct.2006.11.027

Effects of elevated temperatures on bolted moment-connections between cold-formed steel members

Engineering Structures ◽

10.1016/j.engstruct.2006.11.027 ◽

2007 ◽

Vol 29 (10) ◽

pp. 2419-2427 ◽

Cited By ~ 18

Author(s):

James B.P. Lim ◽

Ben Young

Keyword(s):

Elevated Temperatures ◽

Moment Connections ◽

Steel Members ◽

Cold Formed Steel

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Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members

Journal of Constructional Steel Research ◽

10.1016/s0143-974x(98)80018-7 ◽

1998 ◽

Vol 46 (1-3) ◽

pp. 196-197 ◽

Cited By ~ 2

Author(s):

K.F Chung ◽

Y.J Shi

Keyword(s):

Lateral Torsional Buckling ◽

Torsional Buckling ◽

Moment Connections ◽

Gusset Plates ◽

Steel Members ◽

Cold Formed Steel

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Experimental investigation on bolted moment connections among cold formed steel members

Engineering Structures ◽

10.1016/s0141-0296(98)00043-1 ◽

1999 ◽

Vol 21 (10) ◽

pp. 898-911 ◽

Cited By ~ 60

Author(s):

K.F Chung ◽

L Lau

Keyword(s):

Experimental Investigation ◽

Moment Connections ◽

Steel Members ◽

Cold Formed Steel

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Stiffness prediction for bolted moment-connections between cold-formed steel members

Journal of Constructional Steel Research ◽

10.1016/s0143-974x(03)00105-6 ◽

2004 ◽

Vol 60 (1) ◽

pp. 85-107 ◽

Cited By ~ 64

Author(s):

J.B.P Lim ◽

D.A Nethercot

Keyword(s):

Moment Connections ◽

Steel Members ◽

Cold Formed Steel

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Ultimate strength design of bolted moment-connections between cold-formed steel members

Advances in Steel Structures (ICASS '02) ◽

10.1016/b978-008044017-0/50045-7 ◽

2002 ◽

pp. 391-399

Author(s):

J.B.P. Lim ◽

D.A. Nethercot

Keyword(s):

Ultimate Strength ◽

Moment Connections ◽

Strength Design ◽

Steel Members ◽

Cold Formed Steel

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Ultimate strength of bolted moment-connections between cold-formed steel members

Thin-Walled Structures ◽

10.1016/s0263-8231(03)00045-4 ◽

2003 ◽

Vol 41 (11) ◽

pp. 1019-1039 ◽

Cited By ~ 57

Author(s):

J.B.P. Lim ◽

D.A. Nethercot

Keyword(s):

Ultimate Strength ◽

Moment Connections ◽

Steel Members ◽

Cold Formed Steel

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Creating relation between bolt arrangements at bolted moment connections among cold-formed steel members using artificial neural network

International Journal of Advanced Structural Engineering ◽

10.1186/2008-6695-4-6 ◽

2012 ◽

Vol 4 (1) ◽

pp. 6

Author(s):

Babak Ebadi Tabrizi ◽

Mahmood Hosseini

Keyword(s):

Neural Network ◽

Artificial Neural Network ◽

Moment Connections ◽

Steel Members ◽

Cold Formed Steel ◽

Artificial Neural

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Bolted beam-column moment connections between cold-formed steel members

Incorporating Sustainable Practice in Mechanics and Structures of Materials ◽

10.1201/b10571-119 ◽

2010 ◽

pp. 655-660 ◽

Cited By ~ 1

Author(s):

A Hazlan ◽

M Tahir ◽

A Sulaiman ◽

M Mahendran

Keyword(s):

Moment Connections ◽

Steel Members ◽

Cold Formed Steel

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Improving the GBT-based buckling analysis of restrained cold-formed steel members by considering constrained deformation modes

Thin-Walled Structures ◽

10.1016/j.tws.2021.107928 ◽

2021 ◽

Vol 165 ◽

pp. 107928

Author(s):

Heitor F. Araujo ◽

Cilmar Basaglia ◽

Dinar Camotim ◽

Thiago G. da Silva

Keyword(s):

Buckling Analysis ◽

Steel Members ◽

Cold Formed Steel ◽

Constrained Deformation ◽

Deformation Modes

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Cold-Formed Steel Members with Multiple Longitudinal Intermediate Stiffeners

Journal of Structural Engineering ◽

10.1061/(asce)0733-9445(1998)124:10(1175) ◽

1998 ◽

Vol 124 (10) ◽

pp. 1175-1181 ◽

Cited By ~ 8

Author(s):

B. W. Schafer ◽

T. Peköz

Keyword(s):

Steel Members ◽

Cold Formed Steel

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FE Model Validation and Advanced Analyses of Steel Members with Steel Claddings at Elevated Temperatures

ce/papers ◽

10.1002/cepa.1413 ◽

2021 ◽

Vol 4 (2-4) ◽

pp. 1203-1212

Author(s):

Zhongcheng Ma ◽

Jarmo Havula ◽

Attila Joo ◽

Anita Lendvai

Keyword(s):

Model Validation ◽

Elevated Temperatures ◽

Fe Model ◽

Steel Members

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