Experimental investigation of the overall buckling behaviour of 960MPa high strength steel columns H Ban, G Shi, Y Shi, MA Bradford Journal of Constructional Steel Research 88, 256-266, 2013 | 215 | 2013 |
Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method H Ban, G Shi, Y Shi, Y Wang Journal of Constructional Steel Research 74, 140-150, 2012 | 210 | 2012 |
Tests and numerical study of ultra-high strength steel columns with end restraints G Shi, H Ban, FSK Bijlaard Journal of Constructional Steel Research 70, 236-247, 2012 | 155 | 2012 |
A review of research on high-strength steel structures H Ban, G Shi Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2018 | 130 | 2018 |
Finite element modelling of steel–concrete composite beams with high-strength friction-grip bolt shear connectors X Liu, MA Bradford, QJ Chen, H Ban Finite Elements in Analysis and Design 108, 54-65, 2016 | 122 | 2016 |
Residual stress of 460 MPa high strength steel welded i section: Experimental investigation and modeling H Ban, G Shi, Y Bai, Y Shi, Y Wang International Journal of Steel Structures 13 (4), 691-705, 2013 | 111 | 2013 |
Residual stress of 460MPa high strength steel welded box section: Experimental investigation and modeling H Ban, G Shi, Y Shi, Y Wang Thin-Walled Structures 64, 73-82, 2013 | 105 | 2013 |
Research progress on the mechanical property of high strength structural steels HY Ban, G Shi, YJ Shi, YQ Wang Advanced Materials Research 250, 640-648, 2011 | 102 | 2011 |
Flexural behaviour of composite beams with high strength steel H Ban, MA Bradford Engineering Structures 56, 1130-1141, 2013 | 80 | 2013 |
Material properties and partial factors for resistance of high-strength steels in China G Shi, X Zhu, H Ban Journal of Constructional Steel Research 121, 65-79, 2016 | 79 | 2016 |
Overview of research progress for high strength steel structures G Shi, H Ban, YJ Shi, YQ Wang Engineering mechanics 30 (1), 1-13, 2013 | 78* | 2013 |
Time-dependent behaviour of composite beams with blind bolts under sustained loads H Ban, B Uy, SW Pathirana, I Henderson, O Mirza, X Zhu Journal of Constructional Steel Research 112, 196-207, 2015 | 71 | 2015 |
Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression G Shi, Z Liu, HY Ban, Y Zhang, YJ Shi, YQ Wang Steel & Composite Structures 12 (1), 31-51, 2012 | 69 | 2012 |
Local buckling behavior of welded stub columns with normal and high strength steels G Shi, K Xu, H Ban, C Lin Journal of Constructional Steel Research 119, 144-153, 2016 | 68 | 2016 |
Residual Stress Tests of High-Strength Steel Equal Angles H Ban, G Shi, Y Shi, Y Wang Journal of Structural Engineering 138 (12), 1446-1454, 2012 | 64 | 2012 |
Overall buckling behaviour and design of high-strength steel welded section columns H Ban, G Shi Journal of Constructional Steel Research 143, 180-195, 2018 | 60 | 2018 |
Column buckling tests of 420 MPa high strength steel single equal angles HY Ban, G Shi, YJ Shi, YQ Wang International Journal of Structural Stability and Dynamics 13 (02), 1250069, 2013 | 46 | 2013 |
Research on the overall buckling behavior and design method of high strength steel columns under axial compression HY Ban Ph. D. Dissertation, Tsinghua University, China (in Chinese), 2012 | 43 | 2012 |
Study on the residual stress distribution of ultra-high-strength-steel welded sections HY Ban, G Shi, YJ Shi, YQ Wang Eng. Mech. 25 (II), 57-61, 2008 | 40 | 2008 |
Mechanical properties of stainless-clad bimetallic steel at elevated temperatures H Ban, R Bai, L Yang, Y Bai Journal of Constructional Steel Research 162, 105704, 2019 | 38 | 2019 |