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Numerical simulation of bolted steel connections in fire using explicit dynamic analysis

Journal of constructional steel research, 2008-05, Vol.64 (5), p.515-525

2008

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Tying capacity of web cleat connections in fire, Part 2: Development of component-based model

Engineering structures, 2009-03, Vol.31 (3), p.697-708

2009

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Experimental investigation of the behaviour of fin plate connections in fire

Journal of constructional steel research, 2009-03, Vol.65 (3), p.723-736

2009

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Tying capacity of web cleat connections in fire, Part 1: Test and finite element simulation

Engineering structures, 2009-03, Vol.31 (3), p.651-663

2009

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Finite element modelling of steel fin plate connections in fire

Fire safety journal, 2007-09, Vol.42 (6), p.408-415

2007

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Principles of a component-based connection element for the analysis of steel frames in fire

Engineering structures, 2013-04, Vol.49, p.1059-1067

2013

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Deformation-reversal in component-based connection elements for analysis of steel frames in fire

Journal of constructional steel research, 2013-07, Vol.86, p.54-65

2013

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Experimental behaviour of concrete floor slabs at large displacements

Engineering structures, 2004-07, Vol.26 (9), p.1231-1247

2004

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Development of a yield-line model for endplate connections in fire

Journal of constructional steel research, 2009-06, Vol.65 (6), p.1279-1289

2009

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Moment–rotation–temperature curves for semi-rigid joints

Journal of constructional steel research, 2005-03, Vol.61 (3), p.281-303

2005

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Mitchell's Structure & Fabric Part 1

Engineering structures, 2001-09, Vol.23 (9), p.1202

Plank, R.J

2001

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The lateral-torsional buckling of unrestrained steel beams in fire

Journal of constructional steel research, 1996, Vol.36 (2), p.101-119

1996

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Experimental and analytical investigation of the ‘tension zone’ components within a steel joint at elevated temperatures

Journal of constructional steel research, 2004-06, Vol.60 (6), p.867-896

2004

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Spring-stiffness model for flexible end-plate bare-steel joints in fire

Journal of constructional steel research, 2005-12, Vol.61 (12), p.1672-1691

2005

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Experimental and analytical investigation of the ‘compression zone’ component within a steel joint at elevated temperatures

Journal of constructional steel research, 2004-06, Vol.60 (6), p.841-865

2004

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Prediction of the degradation of connection characteristics at elevated temperature

Journal of constructional steel research, 2004-03, Vol.60 (3-5), p.771-781

2004

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Analyses of the effects of cooling and fire spread on steel-framed buildings

Fire safety journal, 1996-06, Vol.26 (4), p.273-293

1996

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Behaviour of steel and composite beam-column connections in fire

Journal of constructional steel research, 1998-04, Vol.46 (1-3), p.308-309

1998

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Modelling of asymmetric cross-section members for fire conditions

Journal of constructional steel research, 2002-03, Vol.58 (3), p.389-412

2002

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An analytical model for the analysis of composite beams with partial interaction

Computers & structures, 1997-02, Vol.62 (3), p.493-504

1997

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Studies of the Behaviour of Steel Subframes with Semi-rigid Connections in Fire

Journal of constructional steel research, 1999, Vol.49 (1), p.83-98

1999

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The treatment of strain reversal in structural members during the cooling phase of a fire

Journal of constructional steel research, 1996-04, Vol.37 (2), p.115-135

1996

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The influence of connection stiffness on the behaviour of steel beams in fire

Journal of constructional steel research, 1997-07, Vol.43 (1), p.1-15

1997

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The influence of floor slabs on the structural performance of the cardington frame in fire

Journal of constructional steel research, 1998-04, Vol.46 (1-3), p.310-311

1998

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Practical ceiling solutions for thermally efficient steel frame buildings

Journal of constructional steel research, 1998-04, Vol.46 (1-3), p.283-285

1998

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Numerical simulation of bolted steel connections in fire using explicit dynamic analysis

Tying capacity of web cleat connections in fire, Part 2: Development of component-based model

Experimental investigation of the behaviour of fin plate connections in fire

Tying capacity of web cleat connections in fire, Part 1: Test and finite element simulation

Finite element modelling of steel fin plate connections in fire

Principles of a component-based connection element for the analysis of steel frames in fire

Deformation-reversal in component-based connection elements for analysis of steel frames in fire

Experimental behaviour of concrete floor slabs at large displacements

Development of a yield-line model for endplate connections in fire

Moment–rotation–temperature curves for semi-rigid joints

Mitchell's Structure & Fabric Part 1

The lateral-torsional buckling of unrestrained steel beams in fire

Experimental and analytical investigation of the ‘tension zone’ components within a steel joint at elevated temperatures

Spring-stiffness model for flexible end-plate bare-steel joints in fire

Experimental and analytical investigation of the ‘compression zone’ component within a steel joint at elevated temperatures

Prediction of the degradation of connection characteristics at elevated temperature

Analyses of the effects of cooling and fire spread on steel-framed buildings

Behaviour of steel and composite beam-column connections in fire

Modelling of asymmetric cross-section members for fire conditions

An analytical model for the analysis of composite beams with partial interaction

Studies of the Behaviour of Steel Subframes with Semi-rigid Connections in Fire

The treatment of strain reversal in structural members during the cooling phase of a fire

The influence of connection stiffness on the behaviour of steel beams in fire

The influence of floor slabs on the structural performance of the cardington frame in fire

Practical ceiling solutions for thermally efficient steel frame buildings

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