ORCID Profile
0000-0002-8649-9257
Current Organisation
University of Sydney
Does something not look right? The information on this page has been harvested from data sources that may not be up to date. We continue to work with information providers to improve coverage and quality. To report an issue, use the Feedback Form.
Research Topics
In Research Link Australia (RLA), "Research Topics" refer to ANZSRC FOR and SEO codes. These topics are either sourced from ANZSRC FOR and SEO codes listed in researchers' related grants or generated by a large language model (LLM) based on their publications.
Top 5 Research Topics
ANZSRC Field of Research (FoR)
Civil Engineering | Structural Engineering | Structural Engineering | Manufacturing Engineering | Manufacturing Processes and Technologies (excl. Textiles) | Metals and Alloy Materials | Composite and Hybrid Materials | Construction Materials | Structural engineering | Optical Properties of Materials | Atmospheric Sciences | Resources Engineering and Extractive Metallurgy not elsewhere classified | Materials Engineering not elsewhere classified | Evolutionary Biology not elsewhere classified | Climate Change Processes | Materials Engineering | Photonics, Optoelectronics and Optical Communications | Galactic Astronomy | Engineering Systems Design | Environmental Technologies | Civil Engineering Not Elsewhere Classified | Environmental Engineering | Enzymes | Civil engineering | Theoretical and Computational Chemistry not elsewhere classified | Construction Engineering | Geotechnical Engineering | Computational Fluid Dynamics | Ship and Platform Structures | Solid Mechanics | Infrastructure engineering and asset management | Bioinformatics | Particle Physics | Tectonics
ANZSRC Socio-Economic Objective (SEO)
Civil Construction Design | Structural Metal Products | Residential Construction Design | Industrial Construction Design | Expanding Knowledge in Technology | Commercial Construction Design | Industrial | Civil | Commercial | Construction Materials Performance and Processes not elsewhere classified | Cement and Concrete Materials | Manufacturing not elsewhere classified | Environmentally Sustainable Construction not elsewhere classified | Antarctic and Sub-Antarctic Oceanography | Environmentally Sustainable Manufacturing not elsewhere classified | Oil and Gas Extraction | Housing | Civil | Cardiovascular System and Diseases | Ground transport not elsewhere classified | Effects of Climate Change and Variability on Australia (excl. Social Impacts) | Metals (e.g. Composites, Coatings, Bonding) | Civil | Aerospace Transport not elsewhere classified | Expanding Knowledge in the Earth Sciences | Expanding Knowledge in the Chemical Sciences | Expanding Knowledge in the Physical Sciences | Expanding Knowledge in Engineering | Expanding Knowledge in the Agricultural and Veterinary Sciences | Expanding Knowledge in the Biological Sciences |
Related Links
Publications
Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames
Publisher: Elsevier BV
Date: 04-2019
Modelling geometric imperfections of spatial latticed structures considering correlations of node imperfections
Publisher: Trans Tech Publications, Ltd.
Date: 05-2014
DOI: 10.4028/WWW.SCIENTIFIC.NET/AMM.553.576
Abstract: The buckling loads of shell structures and shell-like space frames are very sensitive to initial geometric imperfections. Previous studies focused on estimating the lower bound of the load-carrying capacity of reticulated shells. This paper proposes a new method for modelling structural geometrical imperfections based on random field theory. The method can consider the correlation of imperfections of nodes. The correlation of imperfections relies on the number and length of the connecting members between the two nodes and decreases with the increase of members by an exponential correlation model. The influence of geometric imperfections on structural stability is studied using a probabilistic method by modelling structural geometrical imperfections with the proposed method.
System-based design for steel scaffold structures using advanced analysis
Publisher: Elsevier BV
Date: 10-2013
A combined meshfree/finite strip method for analysis of plates with perforations and cracks
Publisher: Elsevier BV
Date: 02-2017
Experimental investigation of long-span cold-formed steel double channel portal frames
Publisher: Elsevier BV
Date: 04-2019
Full-scale tests on composite steel–concrete beams with steel trapezoidal decking
Publisher: Elsevier BV
Date: 07-2009
Design of lipped channel columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-1998
Effects of diabetes mellitus on step length and minimum toe clearance adaptation.
Publisher: Springer Science and Business Media LLC
Date: 10-05-2023
DOI: 10.1186/S12938-023-01082-2
Abstract: Adaptive gait involves the ability to adjust the leading foot in response to the requirement of dynamic environments during walking. Accurate adjustments of the minimum toe clearance (MTC) height and step length can prevent older people from falling when walking and responding to hazards. Although older people with diabetes fall more frequently than healthy older adults, no previous studies have quantified their adaptive gait abilities. This study aimed to investigate the effects of diabetes mellitus on step length and MTC height adjustments using a non-immersive virtual-reality system. Sixteen young adults (26 ± 5 years, 7 females), 16 healthy older adults (68 ± 5 years, 6 females), and 16 older adults with diabetes (70 ± 5 years, 6 females) completed adaptability tests while walking on a treadmill. A computer system visualised a continuous real-time signal of absolute step length and MTC on a monitor. Each person responded to four discrete participant-specific step length and MTC visual targets that were presented on the same signal. Tasks were to match the peaks of interest on each signal to presented targets. Targets were 10% longer or shorter than the mean baseline step length, and 2.5 cm, and 3.5 cm higher than the mean baseline MTC. When a target was displayed, it remained unchanged for 10 consecutive foot displacement adaptation attempts. Then, the target was removed and a new target or the same target was present after 10 consecutive steps and remained for 10 steps. Each target was randomly presented three times (3 × 10). Step length and MTC height adjustments in response to targets were measured and compared among groups. Mean preferred walking speeds were not different among groups significantly when no targets were presented on the monitor in baseline walking. However, when participants walked on a treadmill while attempting to match step lengths or MTC heights to displayed targets on the monitor, the group with diabetes had reduced step length and MTC adjustments compared with other groups significantly. They showed greater errors (differences between their step lengths/MTC heights and presented targets) on the monitor. This study quantified reduced abilities for older in iduals with diabetes to adjust both step length and MTC in response to stimuli compared to healthy older counterparts. Reduced step length and MTC height adjustments can increase falls in at risk populations. The presented virtual-reality system has merits for assessing and training step and MTC adaptation.
Bifurcation of locally buckled point symmetric columns-Experimental investigations
Publisher: Elsevier BV
Date: 11-2006
Tests and design of built-up section columns
Publisher: Elsevier BV
Date: 06-2021
Closure to reliability-Based Load Requirements for Formwork Shores during Concrete Placement by Hao Zhang, James Reynolds, Kim J. R. Rasmussen, and Bruce R. Ellingwood
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2016
Bifurcation of locally buckled point symmetric columns-Analytical developments
Publisher: Elsevier BV
Date: 11-2006
Reliability assessment of steel scaffold shoring structures for concrete formwork
Publisher: Elsevier BV
Date: 03-2012
Development of friction-damped seismic fuses for steel storage racks
Publisher: Elsevier BV
Date: 05-2022
Inelastic bifurcation of cold-formed singly symmetric columns
Publisher: Elsevier BV
Date: 03-2000
Functionalising buckling for structural morphing in kinetic façades: Concepts, strategies and applications
Publisher: Elsevier BV
Date: 11-2022
Buckling shape control in metal plates via material distribution
Publisher: Elsevier BV
Date: 10-2022
Design of Z-section purlins under combined axial compression and bending
Publisher: CRC Press
Date: 15-08-2013
DOI: 10.1201/B15963-200
Distortional buckling behaviour and strength of cold-rolled aluminium alloy beams
Publisher: Elsevier BV
Date: 12-2021
Design of slender angle section beam-columns by the direct strength method
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2006
Localised geometric imperfection analysis and modelling using the wavelet transform
Publisher: Elsevier BV
Date: 11-2011
Simplified expressions for reliability assessments in code calibration
Publisher: Elsevier BV
Date: 04-2022
Experimental investigation of the effect of Lode angle on fracture initiation of steels
Publisher: Elsevier BV
Date: 08-2022
Stress-strain model for ferritic stainless steels
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2016
Reliability of stainless steel frames designed using the Direct Design Method in serviceability limit states
Publisher: Elsevier BV
Date: 09-2022
Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns
Publisher: Elsevier BV
Date: 08-2009
Evaluation of Current Standards in Designing Cold-rolled Aluminium Channel Beams
Publisher: IOP Publishing
Date: 06-2020
DOI: 10.1088/1757-899X/869/7/072034
Abstract: Cold-rolled aluminium alloy sections have been well known as new products of BlueScope Permalite, and have been produced by utilising the existing rolling system for cold-formed steel sections to successfully roll-form Channel and Zed sections in Australian market. The roll-forming approach is proven to be faster and more cost-effective as compared to the conventional extrusion method. This method has attracted the attention from the manufacturers and users as well as researchers which resulted in the ARC Linkage Research Project-LP140100863 grant funded by the Australian Research Council and BlueScope Permalite to perform research on these types of cold-rolled aluminium sections. One of the objects in this project is to evaluate the application of current design standards in designing cold-rolled aluminium alloy members which are necessary to propose modifications in Aluminium design standards. This paper presents the applicability of current Aluminium design standards including Australian Standard, American Specification and Euro code in designing cold-rolled Aluminium Alloy Channel Beams by using reliability analysis.
A numerical investigation of local-overall interaction buckling of stainless steel lipped channel columns
Publisher: Elsevier BV
Date: 08-2009
GBT-based structural analysis of elastic–plastic thin-walled members
Publisher: Elsevier BV
Date: 05-2014
Inelastic local buckling behaviour of perforated plates and sections under compression
Publisher: Elsevier BV
Date: 12-2012
Seismic tests of drive-in steel storage racks in cross-aisle direction
Publisher: Elsevier BV
Date: 11-2019
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members
Publisher: Elsevier BV
Date: 12-2020
Modeling geometric imperfections for reticulated shell structures using random field theory
Publisher: Elsevier BV
Date: 11-2016
Corticular photosynthesis drives bark water uptake to refill embolized vessels in dehydrated branches of Salix matsudana
Publisher: Wiley
Date: 17-06-2019
DOI: 10.1111/PCE.13578
Abstract: It is well known that xylem embolism can be repaired by bark water uptake and that the sugar required for embolism refilling can be provided by corticular photosynthesis. However, the relationship between corticular photosynthesis and embolism repair by bark water uptake is still poorly understood. In this study, the role of corticular photosynthesis in embolism repair was assessed using Salix matsudana branch segments dehydrated to -1.9 MPa (P
Stability of Z-section purlins used as temporary struts during construction
Publisher: American Society of Civil Engineers (ASCE)
Date: 12-2013
Analytical buckling solutions for Levy-type plates with edge and interior point-support(s)
Publisher: Elsevier BV
Date: 12-2019
System Reliabilities of Planar Gravity Steel Frames Designed by the Inelastic Method in AISC 360-10
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2018
Perforated Cold-Formed Steel Members in Compression. I: Parametric Studies
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2017
Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range
Publisher: American Society of Civil Engineers (ASCE)
Date: 06-2013
Beam-element-based analysis of locally and/or distortionally buckled members: Application
Publisher: Elsevier BV
Date: 10-2015
Analysis-based design provisions for steel storage racks
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2013
Design of cold-rolled aluminium alloy channel beams subject to global buckling
Publisher: Elsevier BV
Date: 11-2022
Beam-element-based analysis of locally and/or distortionally buckled members: Theory
Publisher: Elsevier BV
Date: 2016
A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members
Publisher: Elsevier BV
Date: 11-2015
Strength curves for aluminium alloy columns
Publisher: Elsevier BV
Date: 11-2000
Perforated Cold-Formed Steel Members in Compression. II: Design
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-2017
On the next generation of design specifications for steel structures
Publisher: CRC Press
Date: 31-08-2016
Flexural-torsional buckling of columns with oblique eccentric restraints
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2005
Strength of arc-welded T-joints between equal width cold-formed RHS
Publisher: Elsevier BV
Date: 04-2007
ANALYSIS-BASED 2D DESIGN of STEEL STORAGE RACKS
Publisher: World Scientific Pub Co Pte Lt
Date: 10-2011
DOI: 10.1142/S0219455411004403
Abstract: The paper presents a study of the capacities of steel rack frames based on linear analysis (LA), geometric nonlinear analysis (GNA), and geometric and material nonlinear analysis (GMNIA). In the case of linear and geometric nonlinear analyses, the design is carried out to the Australian cold-formed steel structures AS/NZS4600. The study includes braced, unbraced, and semi-braced frames, and compact and noncompact cross sections. The paper shows axial force and bending moment paths for geometric and geometric and material nonlinear analyses, and explains the differences observed in the design capacities obtained using the different types of analysis based on these paths. The paper provides evidence to support the use of advanced GMNIA for the direct design of steel rack frames without the need for checking section or member capacities to a structural design standard.
Reliability-Based Load Requirements for Formwork Shores during Concrete Placement
Publisher: American Society of Civil Engineers (ASCE)
Date: 2016
Experimental investigation of locally and distortionally buckled portal frames
Publisher: Elsevier BV
Date: 07-2016
Generalised Component Method-based finite element analysis of steel frames
Publisher: Elsevier BV
Date: 12-2021
Finite element modeling and parametric study of cold-formed steel portal frames
Publisher: CRC Press
Date: 31-08-2016
Analytical behavior of concrete filled double steel tubular (CFDST) members under lateral impact
Publisher: Elsevier BV
Date: 04-2016
A unified approach to meshless analysis of thin to moderately thick plates based on a shear-locking-free Mindlin theory formulation
Publisher: Elsevier BV
Date: 03-2018
Optimal positioning of internal point-supports in Levy-type plates for buckling load maximisation
Publisher: Elsevier BV
Date: 12-2020
Experimental investigation of the sectional buckling of built-up cold-formed steel columns
Publisher: Elsevier BV
Date: 04-2023
Investigation of geometric imperfections and joint stiffness of support scaffold systems
Publisher: Elsevier BV
Date: 04-2011
Numerical simulations of cold-rolled aluminium alloy 5052 channel sections in stub column tests
Publisher: Springer Singapore
Date: 21-10-2018
The behaviour of pin-ended flange elements in compression
Publisher: Elsevier BV
Date: 08-2014
Experimental study on the composite action in sheathed and bare built-up cold-formed steel columns
Publisher: Elsevier BV
Date: 06-2018
Measurement techniques in the testing of thin-walled structural members
Publisher: Springer Science and Business Media LLC
Date: 03-2003
DOI: 10.1007/BF02410481
Incorporation of measured geometric imperfections into finite element models for cold-rolled aluminium sections
Publisher: Springer Singapore
Date: 21-10-2018
Structural modelling of support scaffold systems
Publisher: Elsevier BV
Date: 05-2011
Local-Global Interaction Buckling of Stainless Steel I-Beams. II: Numerical Study and Design
Publisher: American Society of Civil Engineers (ASCE)
Date: 08-2015
Determining the transverse shear stiffness of steel storage rack upright frames
Publisher: Elsevier BV
Date: 11-2012
Local-Global Interaction Buckling of Stainless Steel I-Beams. I: Experimental Investigation
Publisher: American Society of Civil Engineers (ASCE)
Date: 08-2015
Design of angle columns with locally unstable legs
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2005
Flexural-torsional buckling of ultra light-gauge steel storage rack uprights
Publisher: Elsevier BV
Date: 08-2014
Mechanical model for the full range behaviour of bolted T-stubs
Publisher: Elsevier BV
Date: 2023
Investigation of U-head rotational stiffness in formwork supporting scaffold systems
Publisher: Elsevier BV
Date: 04-2017
A generalised component method for bolted angle connections
Publisher: Elsevier BV
Date: 11-2022
Numerical investigation of the interaction of local and overall buckling of stainless steel i-columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2009
Experimental investigation of the interaction of local and overall buckling of stainless steel I-columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2009
Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures
Publisher: Elsevier BV
Date: 02-2009
Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2004
Stainless Steel Structures
Publisher: Springer Vienna
Date: 2005
High Strength Steel Structures
Publisher: Springer Vienna
Date: 2005
Nonlinear flange curling in wide flange sections
Publisher: Elsevier BV
Date: 07-2008
Section capacity of thin-walled I-section beam-columns
Publisher: No publisher found
Date: 1998
Experimental Behavior of Concrete-Filled Stainless Steel Tubular Columns under Cyclic Lateral Loading
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2017
Fe modelling of storage rack frames
Publisher: Trans Tech Publications, Ltd.
Date: 05-2014
DOI: 10.4028/WWW.SCIENTIFIC.NET/AMM.553.631
Abstract: This paper concerns storage rack frames and describes a study that led to the development of an FE model sufficiently accurate and simultaneously simple to be adopted by professional engineers. The presented FE model pays particular attention to storage rack frames susceptible to local/distortional buckling and down-aisle sway buckling. The influence of several strength parameters is also assessed with a special focus on the moment-rotation curve of the semi-rigid joints, including the detailed connection between members discretised into shell elements, and the modelling of perforations.
Recent research on stainless steel tubular structures
Publisher: Elsevier BV
Date: 04-2000
Shift of effective centroid of channel columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 05-1999
Full-range behaviour of double web angle connections
Publisher: Elsevier BV
Date: 03-2020
Behavior and design of concentrically loaded T-section steel columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-2014
Mechanical properties and residual stresses in cold-rolled aluminium channel sections
Publisher: Elsevier BV
Date: 11-2019
Unified approach to column design
Publisher: Elsevier BV
Date: 04-1998
Experiments on Long-Span Cold-Formed Steel Single C-Section Portal Frames
Publisher: American Society of Civil Engineers (ASCE)
Date: 2020
Analysis and design of perforated cold-formed steel members in compression
Publisher: CRC Press
Date: 15-08-2013
DOI: 10.1201/B15963-183
Experimental Full-Range Behavior Assessment of Bolted Moment End-Plate Connections
Publisher: American Society of Civil Engineers (ASCE)
Date: 08-2019
Network Effects on Scientific Collaborations
Publisher: Public Library of Science (PLoS)
Date: 28-02-2013
Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method
Publisher: Elsevier BV
Date: 02-2008
Flexural behaviour of steel storage rack beam-to-upright bolted connections
Publisher: Elsevier BV
Date: 03-2018
An energy-based approach to buckling modal decomposition of thin-walled members with arbitrary cross-sections, Part 2: Modified global torsion modes, examples
Publisher: Elsevier BV
Date: 05-2019
Determination of accidental forklift truck impact forces on drive-in steel rack structures
Publisher: Elsevier BV
Date: 05-2011
Exact and approximate solutions for the flexural buckling of columns with oblique rotational end restraints
Publisher: Elsevier BV
Date: 03-2005
An energy-based approach to buckling modal decomposition of thin-walled members with arbitrary cross sections, Part 1: Derivation
Publisher: Elsevier BV
Date: 05-2019
Nonlinear buckling optimization of composite structures considering “worst” shape imperfections
Publisher: Elsevier BV
Date: 11-2010
Full-Range Behavior of Top-and-Seat Angle Connections
Publisher: American Society of Civil Engineers (ASCE)
Date: 2021
Numerical modelling of stainless steel plates in compression
Publisher: Elsevier BV
Date: 11-2003
Verification of void growth-based exponential damage function for ductile crack initiation over the full range of stress triaxialities
Publisher: Elsevier BV
Date: 06-2022
Interaction curves for locally buckled I-section beam-columns
Publisher: Elsevier BV
Date: 02-2002
Design of thin-walled columns with unstiffened flanges
Publisher: Elsevier BV
Date: 07-1994
Design of stiffened elements in cold-formed stainless steel sections
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2004
System reliability-based criteria for the design of steel storage rack frames by advanced analysis: Part I – Statistical characterisation of system strength
Publisher: Elsevier BV
Date: 08-2019
The direct strength method for stainless steel compression members
Publisher: Elsevier BV
Date: 11-2008
Ultra-light gauge steel storage rack frames. Part 2 - Analysis and design considerations of second order effects
Publisher: Elsevier BV
Date: 09-2016
Influence of pallets on the behaviour and design of steel drive-in racks
Publisher: Elsevier BV
Date: 06-2014
Impact tests and parametric impact studies on drive-in steel storage racks
Publisher: Elsevier BV
Date: 05-2011
Experimental investigation of full-range action-deformation behaviour of top-and-seat angle and web angle connections
Publisher: The Hong Kong Institute of Steel Construction
Date: 05-12-2020
Toward the Ontology-Based Security Verification and Validation Model for the Vehicular Domain
Publisher: Springer International Publishing
Date: 2019
Numerical modelling of cold-formed steel single C-section portal frames
Publisher: Elsevier BV
Date: 07-2019
Elastic buckling of columns with a discrete elastic torsional restraint
Publisher: Elsevier BV
Date: 08-2018
Probabilistic modelling of residual stress in advanced analysis of steel structures
Publisher: Elsevier BV
Date: 10-2014
Explicit approach to design of stainless steel columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 07-1997
Isoparametric spline finite strip method for the the bending of perforated plates
Publisher: Wiley
Date: 09-11-2008
DOI: 10.1002/NME.2220
The mechanics of built-up cold-formed steel members
Publisher: Elsevier BV
Date: 09-2020
Systems Reliability for 3D Steel Frames Subject to Gravity Loads
Publisher: Elsevier BV
Date: 11-2016
Experiments on the global buckling and collapse of built-up cold-formed steel columns
Publisher: Elsevier BV
Date: 05-2018
Distortional-global interaction buckling of stainless steel C-beams: Part i - Experimental investigation
Publisher: Elsevier BV
Date: 05-2014
Hysteretic behaviour of steel storage rack beam-to-upright boltless connections
Publisher: Elsevier BV
Date: 05-2018
Distortional-global interaction buckling of stainless steel C-beams: Part II - Numerical study and design
Publisher: Elsevier BV
Date: 05-2014
System reliabilities in steel structural frame design by inelastic analysis
Publisher: Elsevier BV
Date: 12-2014
Linear elastic isoparametric spline finite strip analysis of perforated thin-walled structures
Publisher: Elsevier BV
Date: 03-2008
Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2010
Wavelet density-based adaptive importance sampling method
Publisher: Elsevier BV
Date: 2015
Thin-Walled Structures: Preface
Publisher: Elsevier BV
Date: 10-2010
Reliabilities of Steel Structural Systems Designed by Inelastic Analysis
Publisher: American Society of Civil Engineers
Date: 27-06-2014
Stiffness Reduction of Cold-Formed Steel Structures Subject to Sectional Buckling and Yielding
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2023
Probabilistic study of the strength of steel scaffold systems
Publisher: Elsevier BV
Date: 11-2010
The Background of AS/NZS4673:2001 – Cold-formed Stainless Steel Structures
Publisher: International Association for Bridge and Structural Engineering (IABSE)
Date: 2002
Distortional buckling of cold-formed stainless steel sections: Finite-element modeling and design
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2006
Lateral buckling tests of cold-rolled aluminium alloy 5052 zee beams
Publisher: Springer Singapore
Date: 11-10-2020
Bolted moment connections in drive-in and drive-through steel storage racks
Publisher: Elsevier BV
Date: 06-2010
Structural morphing induced by functionalising buckling
Publisher: Elsevier BV
Date: 12-2022
Buckling Curves for Cold-Formed Stainless-Steel Columns and Beams
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2021
Numerical simulation of cold-rolled aluminium alloy 5052 columns subjected to distortional buckling
Publisher: Springer Singapore
Date: 11-10-2020
Experimental investigation of cold-rolled aluminium alloy 5052 columns subjected to distortional buckling
Publisher: Springer Singapore
Date: 11-10-2020
Compression strength of unstiffened elements in cold-reduced high strength steel
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2008
Full-range stress-strain curves for stainless steel alloys
Publisher: No publisher found
Date: 2003
Effective Widths of Unstiffened Elements with Stress Gradient
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2004
Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2010
Inelastic behaviour and design of slender I-sections in minor axis bending
Publisher: Elsevier BV
Date: 2007
Experimental evaluation of the full-range behaviour of steel beam-to-column connections
Publisher: The Hong Kong Institute of Steel Construction
Date: 03-2020
Reliability calibrations for the design of cold-formed steel portal frames by advanced analysis
Publisher: Elsevier BV
Date: 03-2019
Numerical investigation of the strength and design of cold-formed steel built-up columns
Publisher: Elsevier BV
Date: 06-2022
Finite element simulation of member buckling of cold-rolled aluminium alloy 5052 channel columns
Publisher: Springer Singapore
Date: 11-10-2020
Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method
Publisher: Elsevier BV
Date: 03-2018
Tests of Unstiffened Plate Elements Under Combined Compression and Bending
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2004
Distortional buckling of cold-formed stainless steel sections: Experimental investigation
Publisher: American Society of Civil Engineers (ASCE)
Date: 04-2006
Column curves for stainless steel alloys
Publisher: Elsevier BV
Date: 04-2000
System reliability-based limit state design of support scaffolding systems
Publisher: Elsevier BV
Date: 08-2020
Utilization of Waste Materials for the Manufacturing of Better-Quality Wear and Corrosion-Resistant Steels
Publisher: Springer Science and Business Media LLC
Date: 28-02-2020
System-based limit state design criterion for 3D steel frames under wind loads
Publisher: Elsevier BV
Date: 06-2019
Tests of X- and K-joints in CHS stainless steel tubes
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2001
Full-range behaviour of semi-rigid steel connections
Publisher: The Hong Kong Institute of Steel Construction
Date: 12-12-2020
Analytical solutions for buckling of space frames subjected to torsional loadings
Publisher: Elsevier BV
Date: 04-2022
Structural modeling of cold-formed steel portal frames
Publisher: Elsevier BV
Date: 11-2015
On the strength of T-section columns
Publisher: CRC Press
Date: 15-08-2013
DOI: 10.1201/B15963-233
Design of cold-formed steel single C-section portal frames
Publisher: Elsevier BV
Date: 11-2019
Strength curves for metal plates in compression
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-2003
System-based reliability analysis of stainless steel frames subjected to gravity and wind loads
Publisher: Elsevier BV
Date: 07-2022
Finite element (FE) modelling of storage rack frames
Publisher: Elsevier BV
Date: 11-2016
Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Analytical developments
Publisher: Elsevier BV
Date: 11-2011
Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Numerical investigations
Publisher: Elsevier BV
Date: 11-2011
Finite-element analysis of the flexural buckling of columns with oblique restraints
Publisher: American Society of Civil Engineers (ASCE)
Date: 03-2005
Novel shading modules with buckling as driver for shape morphing
Publisher: Elsevier BV
Date: 12-2022
System-based reliability analysis of stainless steel frames under gravity loads
Publisher: Elsevier BV
Date: 03-2021
Behaviour and modelling of connections in cold-formed steel single C-section portal frames
Publisher: Elsevier BV
Date: 10-2019
Drive-in steel storage racks I: Stiffness tests and 3D load-transfer mechanisms
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2012
Drive-in steel storage racks. II: Reliability-based design for forklift truck impact
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-2012
Experimental techniques for testing unstiffened plates in compression and bending
Publisher: Springer Science and Business Media LLC
Date: 02-2004
DOI: 10.1007/BF02427982
Generalised component model for structural steel joints
Publisher: Elsevier BV
Date: 02-2019
Flexural rigidity of cold-formed steel built-up members
Publisher: Elsevier BV
Date: 07-2019
Active nonlinear buckling control of optimally designed laminated plates using SMA and PZT actuators
Publisher: Elsevier BV
Date: 12-2022
Trend and efficiency analysis of co-authorship network
Publisher: Springer Science and Business Media LLC
Date: 20-09-2012
Influence of the imperfection direction on the ultimate response of steel frames in advanced analysis
Publisher: Elsevier BV
Date: 03-2022
Behaviour of H-section purlin connections in resisting progressive collapse of roofs
Publisher: Elsevier BV
Date: 12-2019
Second-order effects in locally and/or distortionally buckled frames and design based on beam element analysis
Publisher: Elsevier BV
Date: 07-2016
Experimental behavior of concrete filled double steel tubular (CFDST) members under low velocity drop weight impact
Publisher: Elsevier BV
Date: 12-2015
Effects of anchoring tensile stresses in axially loaded plates and sections
Publisher: Elsevier BV
Date: 10-2004
Thin-walled beam-columns. I: Sequential loading and moment gradient tests
Publisher: American Society of Civil Engineers (ASCE)
Date: 11-1999
Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns
Publisher: Elsevier BV
Date: 11-2017
Tests of fixed-ended plain channel columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 02-1998
Optimal design of thin laminate plates for efficient airflow in ventilation via buckling
Publisher: Elsevier BV
Date: 2022
System reliability-based Direct Design Method for space frames with cold–formed steel hollow sections
Publisher: Elsevier BV
Date: 07-2018
Tests of X- and K-joints in SHS stainless steel tubes
Publisher: American Society of Civil Engineers (ASCE)
Date: 10-2001
Identification of critical members for progressive collapse analysis of single-layer latticed domes
Publisher: Elsevier BV
Date: 06-2019
System reliability-based criteria for the design of steel storage rack frames by advanced analysis: Part II – Reliability analysis and design applications
Publisher: Elsevier BV
Date: 08-2019
Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections
Publisher: Elsevier BV
Date: 11-2017
Evolutionary dynamics of scientific collaboration networks: multi-levels and cross-time analysis
Publisher: Springer Science and Business Media LLC
Date: 31-08-2011
On the strength of cast iron columns
Publisher: Elsevier BV
Date: 09-2004
Experimental investigation of cold-rolled aluminium alloy 5052-H36 beams undergoing local buckling
Publisher: The Hong Kong Institute of Steel Construction
Date: 05-12-2020
Experimental investigation of the member buckling of cold-rolled aluminium alloy 5052 channel columns
Publisher: The Hong Kong Institute of Steel Construction
Date: 05-12-2020
Ultra-light gauge steel storage rack frames. Part 1: Experimental investigations
Publisher: Elsevier BV
Date: 09-2016
Behaviour of high-strength concrete filled steel tubes under transverse impact loading
Publisher: Elsevier BV
Date: 03-2011
On the modelling of initial geometric imperfections of steel frames in advanced analysis
Publisher: Elsevier BV
Date: 07-2014
A model for warping transmission through joints of steel frames
Publisher: Elsevier BV
Date: 09-2014
Global buckling capacity of cold-rolled aluminium alloy channel section beams
Publisher: Elsevier BV
Date: 04-2021
Cyclic performance of steel storage rack beam-to-upright bolted connections
Publisher: Elsevier BV
Date: 09-2018
Selection criteria in the structural use of stainless steel alloys
Publisher: International Association for Bridge and Structural Engineering (IABSE)
Date: 2002
Full slenderness range DSM approach for stainless steel hollow cross-sections
Publisher: Elsevier BV
Date: 06-2017
System-based design of planar steel frames, II: Reliability results and design recommendations
Publisher: Elsevier BV
Date: 08-2016
System-based design of planar steel frames, I: Reliability framework
Publisher: Elsevier BV
Date: 08-2016
Strength curves for metal columns
Publisher: American Society of Civil Engineers (ASCE)
Date: 06-1997
Determination of the base plate stiffness and strength of steel storage racks
Publisher: Elsevier BV
Date: 06-2011
Behavior of Self-Drilling Screws in Light-Gauge Steel Construction
Publisher: American Society of Civil Engineers (ASCE)
Date: 06-2007
Related Organisations
Related Funding Activities
Linkage Projects - Grant ID: LP0884156
Start Date: 02-2009
End Date: 12-2012
Amount: $225,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Projects - Grant ID: LP120100458
Start Date: 03-2013
End Date: 03-2017
Amount: $202,489.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP110104263
Start Date: 03-2011
End Date: 06-2015
Amount: $253,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Projects - Grant ID: LP120200528
Start Date: 01-2014
End Date: 12-2016
Amount: $135,000.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP150104873
Start Date: 06-2015
End Date: 12-2018
Amount: $355,100.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP170104916
Start Date: 2017
End Date: 03-2021
Amount: $450,000.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP210103103
Start Date: 06-2021
End Date: 12-2024
Amount: $408,164.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP190103737
Start Date: 2019
End Date: 11-2022
Amount: $399,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Infrastructure, Equipment And Facilities - Grant ID: LE140100053
Start Date: 09-2014
End Date: 06-2015
Amount: $400,000.00
Funder: Australian Research Council
View Funded ActivityIndustrial Transformation Research Hubs - Grant ID: IH130200025
Start Date: 06-2015
End Date: 07-2020
Amount: $2,181,756.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP220103573
Start Date: 12-2022
End Date: 12-2025
Amount: $390,000.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP140104464
Start Date: 05-2014
End Date: 11-2018
Amount: $620,000.00
Funder: Australian Research Council
View Funded ActivitySpecial Research Initiatives - Grant ID: SR0354894
Start Date: 02-2004
End Date: 06-2005
Amount: $10,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Infrastructure, Equipment And Facilities - Grant ID: LE120100181
Start Date: 03-2012
End Date: 12-2015
Amount: $650,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Infrastructure, Equipment And Facilities - Grant ID: LE220100182
Start Date: 11-2022
End Date: 12-2023
Amount: $851,607.00
Funder: Australian Research Council
View Funded ActivityIndustrial Transformation Training Centres - Grant ID: IC230100015
Start Date: 2023
End Date: 12-2027
Amount: $5,000,000.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP0559983
Start Date: 04-2005
End Date: 11-2008
Amount: $198,000.00
Funder: Australian Research Council
View Funded ActivityIndustrial Transformation Training Centres - Grant ID: IC150100023
Start Date: 07-2016
End Date: 05-2022
Amount: $4,000,000.00
Funder: Australian Research Council
View Funded ActivityDiscovery Projects - Grant ID: DP0989030
Start Date: 09-2009
End Date: 05-2013
Amount: $375,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Projects - Grant ID: LP140100591
Start Date: 06-2015
End Date: 06-2018
Amount: $290,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Projects - Grant ID: LP140100863
Start Date: 05-2015
End Date: 11-2018
Amount: $210,906.00
Funder: Australian Research Council
View Funded ActivityLinkage Infrastructure, Equipment And Facilities - Grant ID: LE210100057
Start Date: 2021
End Date: 10-2022
Amount: $650,000.00
Funder: Australian Research Council
View Funded ActivityLinkage Infrastructure, Equipment And Facilities - Grant ID: LE140100082
Start Date: 07-2014
End Date: 11-2015
Amount: $500,000.00
Funder: Australian Research Council
View Funded Activity