| Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—part I: Tests and finite element analysis A Uzzaman, JBP Lim, D Nash, J Rhodes, B Young Thin-Walled Structures 56, 38-48, 2012 | 134 | 2012 |
| Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading A Uzzaman, JBP Lim, D Nash, J Rhodes, B Young Thin-Walled Structures 50 (1), 76-86, 2012 | 124 | 2012 |
| Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part II: Parametric study and proposed design equations A Uzzaman, JBP Lim, D Nash, J Rhodes, B Young Thin-Walled Structures 56, 79-87, 2012 | 103 | 2012 |
| Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part II: Parametric study and proposed design equations A Uzzaman, JBP Lim, D Nash, J Rhodes, B Young Thin-Walled Structures 56, 79-87, 2012 | 103 | 2012 |
| Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition–Part I: Tests and finite element analysis Y Lian, A Uzzaman, JBP Lim, G Abdelal, D Nash, B Young Thin-Walled Structures 107, 443-452, 2016 | 102 | 2016 |
| Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition A Uzzaman, JBP Lim, D Nash, J Rhodes, B Young Thin-Walled Structures 65, 34-48, 2013 | 100 | 2013 |
| Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression B Chen, K Roy, A Uzzaman, GM Raftery, D Nash, GC Clifton, P Pouladi, ... Thin-Walled Structures 144, 106307, 2019 | 84 | 2019 |
| Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition–Part II: parametric study and proposed design … Y Lian, A Uzzaman, JBP Lim, G Abdelal, D Nash, B Young Thin-Walled Structures 114, 92-106, 2017 | 82 | 2017 |
| Cold-formed steel channel sections under end-two-flange loading condition: Design for edge-stiffened holes, unstiffened holes and plain webs A Uzzaman, JBP Lim, D Nash, K Roy Thin-Walled Structures 147, 106532, 2020 | 74 | 2020 |
| Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression B Chen, K Roy, A Uzzaman, GM Raftery, JBP Lim Journal of Constructional Steel Research 172, 106161, 2020 | 73 | 2020 |
| Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs B Chen, K Roy, A Uzzaman, G Raftery, JBP Lim Journal of Constructional Steel Research 174, 106313, 2020 | 71 | 2020 |
| Web crippling behaviour of cold-formed steel channel sections with edge-stiffened and unstiffened circular holes under interior-two-flange loading condition A Uzzaman, JBP Lim, D Nash, K Roy Thin-Walled Structures 154, 106813, 2020 | 70 | 2020 |
| Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition-Part II: Parametric study and proposed design equations Y Lian, A Uzzaman, JBP Lim, G Abdelal, D Nash, B Young Thin-Walled Structures 107, 489-501, 2016 | 70 | 2016 |
| Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading B Chen, K Roy, Z Fang, A Uzzaman, Y Chi, JBP Lim Thin-Walled Structures 163, 107666, 2021 | 64 | 2021 |
| Moment capacity of cold-formed channel beams with edge-stiffened web holes, un-stiffened web holes and plain webs B Chen, K Roy, A Uzzaman, JBP Lim Thin-Walled Structures 157, 107070, 2020 | 63 | 2020 |
| Application of deep learning method in web crippling strength prediction of cold-formed stainless steel channel sections under end-two-flange loading Z Fang, K Roy, Q Ma, A Uzzaman, JBP Lim Structures 33, 2903-2942, 2021 | 62 | 2021 |
| Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs B Chen, K Roy, Z Fang, A Uzzaman, G Raftery, JBP Lim Engineering Structures 235, 112042, 2021 | 56 | 2021 |
| Local and distortional buckling behaviour of back-to-back built-up aluminium alloy channel section columns K Roy, B Chen, Z Fang, A Uzzaman, X Chen, JBP Lim Thin-Walled Structures 163, 107713, 2021 | 53 | 2021 |
| Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions A Uzzaman, JBP Lim, D Nash, B Young Engineering Structures 139, 96-107, 2017 | 51 | 2017 |
| Effect of web hole spacing on axial capacity of back-to-back cold-formed steel channels with edge-stiffened holes Y Chi, K Roy, B Chen, Z Fang, A Uzzaman, GBG Ananthi, JBP Lim Steel and Composite Structures, An International Journal 40 (2), 287-305, 2021 | 44 | 2021 |
James LimUniversity of WaikatoVerified email at waikato.ac.nz
