Numerical modelling of concrete-filled steel box columns incorporating high strength materials HT Thai, B Uy, M Khan, Z Tao, F Mashiri Journal of Constructional Steel Research 102, 256-265, 2014 | 170 | 2014 |
Behaviour and design of composite columns incorporating compact high-strength steel plates F Aslani, B Uy, Z Tao, F Mashiri Journal of Constructional Steel Research 107, 94-110, 2015 | 153 | 2015 |
A comparative study on fatigue behaviour of steel beams retrofitted with welding, pultruded CFRP plates and wet layup CFRP sheets H Jiao, F Mashiri, XL Zhao Thin-Walled Structures 59, 144-152, 2012 | 96 | 2012 |
Stress concentration factors and fatigue behaviour of welded thin-walled CHS–SHS T-joints under in-plane bending FR Mashiri, XL Zhao, P Grundy Engineering Structures 26 (13), 1861-1875, 2004 | 95 | 2004 |
Behaviour and design of short high-strength steel welded box and concrete-filled tube (CFT) sections M Khan, B Uy, Z Tao, F Mashiri Engineering Structures 147, 458-472, 2017 | 85 | 2017 |
Stiffened concrete-filled steel tubes: A systematic review F Alatshan, SA Osman, R Hamid, F Mashiri Thin-Walled Structures 148, 106590, 2020 | 84 | 2020 |
Square hollow section (SHS) T-joints with concrete-filled chords subjected to in-plane fatigue loading in the brace FR Mashiri, XL Zhao Thin-Walled Structures 48 (2), 150-158, 2010 | 81 | 2010 |
Predicting the axial load capacity of high-strength concrete filled steel tubular columns F Aslani, B Uy, Z Tao, F Mashiri Steel and Composite Structures 19 (4), 967-993, 2015 | 77 | 2015 |
Critical review of the threats affecting the building of critical infrastructure resilience R Osei-Kyei, V Tam, M Ma, F Mashiri International Journal of Disaster Risk Reduction 60, 102316, 2021 | 74 | 2021 |
Fatigue behavior of welded T-joints with a CHS brace and CFCHS chord under axial loading in the brace K Wang, LW Tong, J Zhu, XL Zhao, FR Mashiri Journal of Bridge Engineering 18 (2), 142-152, 2013 | 71 | 2013 |
Concentrically loaded slender square hollow and composite columns incorporating high strength properties M Khan, B Uy, Z Tao, F Mashiri Engineering Structures 131, 69-89, 2017 | 68 | 2017 |
Residual stresses in high strength steel welded box sections M Khan, A Paradowska, B Uy, F Mashiri, Z Tao Journal of Constructional Steel Research 116, 55-64, 2016 | 61 | 2016 |
Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending FR Mashiri, XL Zhao Thin-Walled Structures 42 (5), 759-783, 2004 | 55 | 2004 |
Effects of weld profile and undercut on fatigue crack propagation life of thin-walled cruciform joint FR Mashiri, XL Zhao, P Grundy Thin-walled structures 39 (3), 261-285, 2001 | 55 | 2001 |
Performance behaviour of macro-synthetic fibre reinforced concrete subjected to static and dynamic loadings for sleeper applications C Camille, DK Hewage, O Mirza, F Mashiri, B Kirkland, T Clarke Construction and Building Materials 270, 121469, 2021 | 47 | 2021 |
Experimental study of light-transmitting concrete A Altlomate, F Alatshan, F Mashiri, M Jadan International Journal of Sustainable Building Technology and Urban …, 2016 | 43 | 2016 |
Fatigue tests and design of welded T connections in thin cold-formed square hollow sections under in-plane bending FR Mashiri, XL Zhao, P Grundy Journal of Structural Engineering 128 (11), 1413-1422, 2002 | 42 | 2002 |
Stress concentration factors in CHS-CFSHS T-joints: experiments, FE analysis and formulae LW Tong, GW Xu, DL Yang, FR Mashiri, XL Zhao Engineering Structures 151, 406-421, 2017 | 41 | 2017 |
Stress-concentration factors in circular hollow section and square hollow section T-connections: experiments, finite-element analysis, and formulas LW Tong, HZ Zheng, FR Mashiri, XL Zhao Journal of Structural Engineering 139 (11), 1866-1881, 2013 | 39 | 2013 |
Behaviour of blind bolt shear connectors subjected to static and fatigue loading SM Hosseini, MS Mamun, O Mirza, F Mashiri Engineering Structures 214, 110584, 2020 | 37 | 2020 |