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Direct strength method for web crippling—Lipped channels under EOF and IOF loading

Thin-walled structures, 2018-02, Vol.123, p.126-141

2018

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Two-way coupled CFD fire and thermomechanical FE analyses of a self-supporting sandwich panel façade system

Fire safety journal, 2019-04, Vol.105, p.154-168

2019

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Automated two-way coupling of CFD fire simulations to thermomechanical FE analyses at the overall structural level

Fire safety journal, 2018-03, Vol.96, p.165-175

2018

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Analytical and finite element modelling of long plate mode jumping behaviour

Thin-walled structures, 2013-12, Vol.73, p.101-111

2013

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Explicit and interaction direct strength methods for combined web crippling and bending moment failure of first-generation trapezoidal steel sheeting

Thin-walled structures, 2020-12, Vol.157, p.106927, Article 106927

2020

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Cyclic application of transformations using scales for spatially or structurally determined design

Automation in construction, 2007-08, Vol.16 (5), p.664-673

Hofmeyer, H.

2007

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Automated generation of structural solutions based on spatial designs

Automation in construction, 2013-11, Vol.35, p.528-541

2013

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Cross-section crushing behaviour of hat-sections (Part I: Numerical modelling)

Thin-walled structures, 2005-08, Vol.43 (8), p.1143-1154

Hofmeyer, H.

2005

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Cross-section crushing behaviour of hat-sections (Part II: Analytical modelling)

Thin-walled structures, 2005-08, Vol.43 (8), p.1155-1165

Hofmeyer, H.

2005

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Racking shear resistance of steel frames with corner connected precast concrete infill panels

Steel & composite structures, 2015-12, Vol.19 (6), p.1403-1419

2015

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An automated stabilisation method for spatial to structural design transformations

Advanced engineering informatics, 2012-10, Vol.26 (4), p.691-704

2012

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Lateral torsional buckling design imperfections for use in non‐linear FEA

Steel construction : design and research, 2018-02, Vol.11 (1), p.49-56

2018

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Pre-processing parallel and orthogonally positioned structural design elements to be used within the finite element method

Advanced engineering informatics, 2011-04, Vol.25 (2), p.245-258

2011

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Approximate large-deflection analysis of simply supported rectangular plates under transverse loading using plate post-buckling solutions

Thin-walled structures, 2008-11, Vol.46 (11), p.1224-1235

2008

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Experimental and numerical investigations into the composite behaviour of steel frames and precast concrete infill panels with window openings

Steel & composite structures, 2010-02, Vol.10 (1), p.1-21

2010

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High-Rise Structures with Belt Bracing Subject to Lateral Load

Advances in structural engineering, 2012-01, Vol.15 (1), p.65-75

2012

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Prediction of the elasto-plastic post-buckling strength of uniformly compressed plates from the fictitious elastic strain at failure

Thin-walled structures, 2009, Vol.47 (1), p.1-13

2009

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Spatial to kinematically determined structural transformations

Advanced engineering informatics, 2008-07, Vol.22 (3), p.393-409

2008

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The Direct Strength Method for first generation trapezoidal steel sheeting under Interior One Flange and Interior Two Flange web crippling

Thin-walled structures, 2022-11, Vol.180, p.109795, Article 109795

2022

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Elastic post-buckling analysis of compressed plates using a two-strip model

Thin-walled structures, 2007-05, Vol.45 (5), p.502-516

2007

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The direct strength method for combined bending and web crippling of second-generation trapezoidal steel sheeting

Thin-walled structures, 2021-10, Vol.167, p.108149, Article 108149

2021

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Prediction of sheeting failure by an ultimate failure model using the fictitious strain method

Thin-walled structures, 2009-02, Vol.47 (2), p.151-162

2009

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Sheeting interaction failure, from yield-line to two-strip model

Thin-walled structures, 2008-07, Vol.46 (7), p.839-847

2008

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Total strain FE model for reinforced concrete floors on piles

The structural design of tall and special buildings, 2008-11, Vol.17 (4), p.809-822

2008

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Rigid-link and FE models for first-generation sheet-section failure

Thin-walled structures, 2006-12, Vol.44 (12), p.1240-1249

2006

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Direct strength method for web crippling—Lipped channels under EOF and IOF loading

Two-way coupled CFD fire and thermomechanical FE analyses of a self-supporting sandwich panel façade system

Automated two-way coupling of CFD fire simulations to thermomechanical FE analyses at the overall structural level

Analytical and finite element modelling of long plate mode jumping behaviour

Explicit and interaction direct strength methods for combined web crippling and bending moment failure of first-generation trapezoidal steel sheeting

Cyclic application of transformations using scales for spatially or structurally determined design

Automated generation of structural solutions based on spatial designs

Cross-section crushing behaviour of hat-sections (Part I: Numerical modelling)

Cross-section crushing behaviour of hat-sections (Part II: Analytical modelling)

Racking shear resistance of steel frames with corner connected precast concrete infill panels

An automated stabilisation method for spatial to structural design transformations

Lateral torsional buckling design imperfections for use in non‐linear FEA

Pre-processing parallel and orthogonally positioned structural design elements to be used within the finite element method

Approximate large-deflection analysis of simply supported rectangular plates under transverse loading using plate post-buckling solutions

Experimental and numerical investigations into the composite behaviour of steel frames and precast concrete infill panels with window openings

High-Rise Structures with Belt Bracing Subject to Lateral Load

Prediction of the elasto-plastic post-buckling strength of uniformly compressed plates from the fictitious elastic strain at failure

Spatial to kinematically determined structural transformations

The Direct Strength Method for first generation trapezoidal steel sheeting under Interior One Flange and Interior Two Flange web crippling

Elastic post-buckling analysis of compressed plates using a two-strip model

The direct strength method for combined bending and web crippling of second-generation trapezoidal steel sheeting

Prediction of sheeting failure by an ultimate failure model using the fictitious strain method

Sheeting interaction failure, from yield-line to two-strip model

Total strain FE model for reinforced concrete floors on piles

Rigid-link and FE models for first-generation sheet-section failure

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