Journal Publications:
* Denote corresponding author
* Denote corresponding author
Journal |
Corresponding/First author |
Other author |
Total |
Thin-Walled Structures (1A) |
56 |
7 |
63 |
Engineering Structures (1A) |
45 |
8 |
53 |
Journal of Structural Engineering (1A) |
8 |
– |
8 |
Journal of Constructional Steel Research (1B) |
17 |
1 |
18 |
Reliability Engineering and System Safety (1A) |
– |
1 |
1 |
Journal of Composites for Construction (1B) |
– |
1 |
1 |
Steel and Composite Structures (1B) |
– |
1 |
1 |
Ocean Engineering (1B) |
– |
1 |
1 |
Total |
126 |
20 |
146 |
2024:
[146] Li, S., Jiang, K., Chen, MT., Su, A., Guo, T., Zhao, O.* (2024). Cross-section behaviour and capacity of cold-formed austenitic stainless steel flat-oval hollow sections under combined compression and bending. Thin-Walled Structures, 199, 111877.
[145] Xing, Y., Wang, W., Zhao, O.* (2024). Experimental, numerical and analytical studies on full-scale cold-formed steel center-sheathed shear walls subjected to combined loading. Engineering Structures, 307, 117910.
[144] Su, A., Cheng, J. Li, X. Zhong, Y., Li, S. Zhao, O. Jiang, K. (2024). Unified machine-learning-based design method for normal and high strength steel I-section beam–columns. Thin-Walled Structures, 199, 111835.
[143] Li, S., Guo, T., Zhao, O.* (2024) Global buckling and resistances of austenitic stainless steel semi-oval hollow section beam-columns. Thin-Walled Structures, 199, 111851.
[142] Fan, L., Jin, L., Zhao, O., Liang, J., Li, P., Du X. (2024). Plastic hinge behavior of rectangular CFRP-confined RC columns: Meso-scale modelling and formulation. Engineering Structures, 307, 117923.
[141] Li, S., Guo, T., Zhao, O.* (2024). Experimental and numerical investigations of austenitic stainless steel semi-oval hollow sections under combined compression and bending. Engineering Structures, 306, 117814.
[140] Li, S., Liang, Y., Chen, MT., Zhao, O.* (2024). Flexural buckling of cold-formed austenitic stainless steel flat-oval hollow section columns: Testing modelling and design. Thin-Walled Structures, 199, 111795.
[139] Jing, Y., Jiang, K., Zhao, O.*, Gardner, L. (2024). Web crippling of stainless steel built-up I-sections under End-Two-Flange loading: Tests, simulations and design. Engineering Structures, 304, 117576.
[138] Li, S., Zhao, O.* (2024). Laboratory tests, numerical simulations and design of austenitic stainless steel semi-oval hollow section columns. Thin-Walled Structures, 198, 111648.
[137] Chen, Q., Zhang, L., Chen, MT., Zhao, O.* (2024). Experimental investigation and predictive models of membrane residual stresses in S690 high strength steel welded π-shaped and cruciform sections. Engineering Structures, 303, 117501.
[136] Wang, Z., Zhong, Y., Jiang, K., Su, M., Zhao, O.* (2024). Post-fire behaviour and resistances of square recycled aggregate concrete-filled stainless steel tube stub columns. Thin-Walled Structures, 197, 111564.
[135] Wang, Z., Zhong, Y., Zhao, O.* (2024). Circular recycled aggregate concrete-filled stainless steel tube stub columns after exposure to fire: Experiments, simulations and design. Engineering Structures, 302, 117418.
[134] Mou, B., Pan, Y., Zhao, O., Yu, Y. (2024). Flexural behavior of PRCFST column-column connection with transfer sleeves. Engineering Structures, 301, 117381.
[133] Zhong, Y., Liu, A., Fu, J., Zhao, O.* (2024). Structural behaviour and resistances of high strength concrete-filled stainless steel tube (HCFSST) beam-columns. Engineering Structures, 301, 117273.
[132] Lou, J., Fan, H., Zhao, O., Du J. (2024). A homogenized model for free vibration analysis of finite phononic crystal rods using strain gradient theory. Engineering Structures, 301, 117321.
[131] Chen, MT., Gong, Z., Zhang, T., Zuo, W., Zhao, Y., Zhao, O., Zhang, G., Wang, Z. (2024). Mechanical behavior of austenitic stainless steels produced by wire arc additive manufacturing. Thin-Walled Structures, 196, 111455.
[130] Fan, L., Jin, L., Zhao, O., Li, P., Liang, J., Du, X. (2024). Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns. Journal of Composites for Construction (ASCE), 28(1), 04023075.
[129] Chen, MT., Zhang, T., Gong, Z., Zuo, W., Wang, Z., Zong, L., Zhao, O., Hu, L. (2024). Mechanical properties and microstructure characteristics of wire arc additively manufactured high-strength steels. Engineering Structures, 300, 117092.
[128] Li, S., Zhao, O.* (2024). Flexural buckling of press-braked stainless steel Z-section columns: Testing, numerical modelling and design. Engineering Structures, 300, 117169.
[127] Li, S., Jiang, K., Zhao, O.* (2024). Local–flexural interactive buckling behaviour and design of press-braked stainless steel slender Z-section columns. Thin-Walled Structures, 195, 111317.
[126] Chen, MT., Zuo, W., Chen, Y., Zhao, O., Cheng, B., Zhao, J. (2024). Parametric topology optimization design and analysis of additively manufactured joints in spatial grid structures. Engineering Structures, 300, 117123.
[125] Wang, Y., Zhao, O., Zhang, L. (2024). Modeling urban rail transit system resilience under natural disasters: A two-layer network framework based on link flow. Reliability Engineering and System Safety, 241, 109619.
2023:
[124] Ye, J., Liu, Y., Yang, Y., Wang, Z., Zhao, O., Zhao, Y. (2023). Testing, analysis and design of wire and arc additively manufactured steel bolted connections. Engineering Structures, 296, 116939.
[123] Huang, H., Guo, L., Zhao, O., Gao, S. (2023). Experimental and numerical investigation into locally corroded circular concrete-filled steel tubular stub column strengthened by CFRP. Thin-Walled Structures, 192, 111174.
[122] Zhong, Y., Zhao, O.* (2023). Flexural buckling of laser-welded stainless steel T-section columns. Thin-Walled Structures, 191, 111080.
[121] Jiang, K., Zhao, O.* (2023). Stainless steel built-up section stub columns: Testing, numerical modelling and design. Thin-Walled Structures, 191, 111070.
[120] Jiang, K., Zhao, O.* (2023). Unified machine-learning-assisted design of stainless steel bolted connections. Journal of Constructional Steel Research, 211, 108155.
[119] Su, A., Yang, H., Wang, Y., Zhao, O.* (2023). Experimental and numerical investigations of S960 ultra-high strength steel welded I-section beams with in-plane flexural failure. Thin-Walled Structures, 190, 110969.
[118] Zhang, L., Liang, Y., Zhao, O.* (2023). Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending. Thin-Walled Structures, 190, 110974.
[117] Mou, B., Liu, X., Zhao, O., Xiao, H. (2023). Dynamic response of concrete-filled square steel tubular columns under lateral impact load at flat or corner zone. Engineering Structures, 292, 116319.
[116] Li, S., Zhao, O.* (2023). Post-fire cross-sectional behaviour of hot-rolled austenitic stainless steel channel section stub columns under combined compression and minor-axis bending. Journal of Constructional Steel Research, 210, 108084.
[115] Zhang, L., Liang, Y., Zhao, O.* (2023). Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading. Journal of Constructional Steel Research, 210, 108050.
[114] Zhong, Y., Liang, Y., Zhao, O.* (2023). Membrane residual stresses and compressive behaviour of laser-welded stainless steel T-sections. Thin-Walled Structures, 189, 110741.
[113] Li, S., Liang, Y., Zhao, O.* (2023). Flexural buckling behaviour and residual resistances of hot-rolled stainless steel channel section columns after exposure to elevated temperatures. Engineering Structures, 291, 116411.
[112] Zuo, W., Chen, MT., Chen, Y., Zhao, O. Cheng, B., Zhao, J. (2023). Additive manufacturing oriented parametric topology optimization design and numerical analysis of steel joints in gridshell structures. Thin-Walled Structures, 188, 110817.
[111] Li, S., Liang, Y., Zhao, O.* (2023). Cross-section behaviour and design of press-braked ferritic stainless steel channel sections under combined compression and major-axis bending moment. Thin-Walled Structures, 188, 110775.
[110] Xing, Y., Zhao, O., Wang, W. (2023). Testing, modelling and analysis of full-scale cold-formed steel center-sheathed shear walls in fire. Engineering Structures, 284, 115970.
[109] Jiang, K., Zhao, O.* (2023). Ferritic stainless steel thin sheet bolted connections failing by bearing–curling interaction: Testing, modelling and design. Engineering Structures, 283, 115919.
[108] Li, S., Su, A., Zhao, O.* (2023). Structural behaviour of press-braked austenitic stainless steel slender channel section beam-columns. Engineering Structures, 281, 115818.
[107] Li, S., Zhao, O.* (2023). Testing, numerical modelling and design of press-braked ferritic stainless steel slender channel section columns failing by local–flexural interactive buckling. Thin-Walled Structures, 185, 110621.
[106] Zhong, Y., Su, A., Zhao, O.* (2023). Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design. Thin-Walled Structures, 184, 110511.
[105] Zhang, L., Zhao, O.* (2023). Laboratory tests, numerical simulations and design of press-braked S690 high strength steel channel sections under major-axis combined loading. Engineering Structures, 277, 115456.
[104] Xing, Y., Wang, W., Zhao, O., Xu, L., Shi, Y. (2023). Experimental and numerical studies of fire behavior of cold-formed steel center-sheathed walls subjected to gravity loading. Thin-Walled Structures, 183, 110455.
[103] Huang, H., Jia, C., Zhao, O., Guo, L. (2023). Local corrosion morphology analysis and simplification of low carbon steel plates. Ocean Engineering, 268, 113372.
[102] Li, S., Jiang, K., Zhao, O.* (2023). Press-braked ferritic stainless steel slender channel section beam–columns: Tests, simulations and design. Thin-Walled Structures, 183, 110302.
[101] Su, A., Jiang, K., Wang, Y., Zhao, O.* (2023). Experimental and numerical investigations into S960 ultra-high strength steel welded I-section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 183, 110349.
[100] Li, S., Su, A., Zhao, O.* (2023). Post-fire behaviour and residual resistance of hot-rolled stainless steel channel sections under major-axis combined loading. Engineering Structures, 275, 115202.
[99] Zhang, L., Zhong, Y., Zhao, O.* (2023). Structural behaviour and design of press-braked S690 high strength steel angle section long columns. Thin-Walled Structures, 182, 110251.
[98] Zhang, L., Su, A., Zhao, O.* (2023). Flexural–torsional buckling of pin-ended press-braked S690 high strength steel angle section columns: Testing, modelling and design. Thin-Walled Structures, 182, 110217.
2022:
[97] Zhong, Y., Zhao, O.* (2022). Behaviour of eccentrically loaded circular recycled aggregate concrete-filled stainless steel tube stub columns. Journal of Constructional Steel Research, 198, 107568.
[96] Li, S., Zhao, O.* (2022). Local–flexural interactive buckling behaviour and resistance of press-braked stainless steel slender channel section columns. Engineering Structures, 270, 114871.
[95] Zhong, Y., Zhao, O.* (2022). Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending. Thin-Walled Structures, 181, 110004.
[94] Su, A., Zhao, O.* (2022). Experimental and numerical investigations of S960 ultra-high strength steel slender welded I-section columns failing by local–flexural interactive buckling. Thin-Walled Structures, 180, 109898.
[93] Zhong, Y., He, A., Zhao, O.* (2022). Concrete-filled high-chromium stainless steel tube stub columns under combined compression and bending: Experimental and numerical investigations. Thin-Walled Structures, 180, 109762.
[92] Jiang, K., Liang, Y., Zhao, O.* (2022). Machine-learning-based design of high strength steel bolted connections. Thin-Walled Structures, 179, 109575.
[91] Jiang, K., Zhao, O.* (2022). Testing, numerical modelling and design of S690 high strength steel channel-to-plate connections. Thin-Walled Structures, 179, 109545.
[90] Li, S., Zhang, L., Zhao, O.* (2022). Cross-section behavior and design of hot-rolled stainless steel channel sections under major-axis combined loading. Journal of Structural Engineering (ASCE), 148(8), 04022110.
[89] Zhong, Y., Zhao, O.*, Young, B. (2022). Experimental and numerical investigations of recycled aggregate concrete-filled stainless steel tube stub columns under combined compression and bending. Engineering Structures, 266, 114502.
[88] Li, S., Zhao, O.* (2022). Local buckling and capacity of press-braked ferritic stainless steel channel sections under minor-axis combined loading. Thin-Walled Structures, 178, 109507.
[87] Jiang, K., Zhao, O.*, Young, B. (2022). Experimental and numerical study of stainless steel channel-to-gusset plate connections. Engineering Structures, 265, 114461.
[86] Su, A., Jiang, K., Wang, M., Zhao, O.* (2022). S960 ultra-high strength steel slender welded I-section beam–columns: Testing, numerical modelling and design. Thin-Walled Structures, 177, 109452.
[85] Zhang, L., Zhao, O.* (2022). Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling. Engineering Structures, 264, 114468.
[84] Zhong, Y., Zhao, O.* (2022). Concrete-filled high strength steel tube stub columns after exposure to fire: Testing, numerical modelling and design. Thin-Walled Structures, 177, 109428.
[83] Zhang, L., Liang, Y., Zhao, O.* (2022). Experimental and numerical study of press-braked S690 high-strength steel channel-section columns failing by minor-axis flexural buckling. Journal of Structural Engineering (ASCE), 148(8), 04022094.
[82] Zhong, Y., Zhao, O.*, Gardner, L. (2022). Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire. Thin-Walled Structures, 175, 109248.
[81] Zhong, Y., Sun, Y., Zhao, O.*, Gardner, L. (2022). Structural response and residual capacity of S700 high-strength steel CHS columns after exposure to elevated temperatures. Journal of Structural Engineering (ASCE), 148(6), 04022050.
[80] Jiang, K., Zhao, O.* (2022). Experimental and numerical studies of stainless steel angle-to-plate connections. Thin-Walled Structures, 173, 109026.
[79] Jiang, K., Zhao, O.* (2022). Net section failure of S690 high-strength steel angle-to-plate connections. Journal of Structural Engineering (ASCE), 148(4), 04022021.
[78] Zhong, Y, Jiang, K., Zhao, O.* (2022). Post-fire behaviour and capacity of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 253, 113837.
[77] Li, S., Zhang, L., Zhao, O.* (2022). Testing, modelling and design of hot-rolled stainless steel channel sections under combined compression and minor-axis bending moment. Thin-Walled Structures, 172, 108836.
[76] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2022). Fire testing and design of slender stainless steel I-sections in weak-axis flexure. Thin-Walled Structures, 171, 108682.
[75] Wulan, T., Wang, P., Xia, C., Liu, X., Liu, M., Liu, F., Zhao, O., Zhang, L. (2022). Strength of connection fixed by TOBs considering out-of-plane tube wall deformation-Part 1: Tests and numerical studies. Steel and Composite Structures, 42(1), 49–57.
[74] Li, S., Zhang, L., Zhao, O.* (2022). Global buckling and design of hot-rolled stainless steel channel section beam-columns. Thin-Walled Structures, 170, 108433.
2021:
[73] Lan, X., Li, S., Zhao, O.* (2021). Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire. Journal of Constructional Steel Research, 187, 106950.
[72] Su, A., Sun, Y., Zhao, O.*, Liang, Y. (2021). Local buckling of S960 ultra-high strength steel welded I-sections subjected to combined compression and major-axis bending. Engineering Structures, 248, 113213.
[71] Su, A., Jiang, K., Liang, Y., Zhao, O.* (2021). Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns. Thin-Walled Structures, 169, 108422.
[70] Sun, Y., Liang, Y., Zhao, O.*, Young, B. (2021). Cross-sectional behavior of austenitic stainless steel welded I-sections under major-axis combined loading. Journal of Structural Engineering (ASCE), 147(12): 04021202.
[69] Zhang, L., Zhong, Y., Zhao, O.* (2021). Press-braked stainless steel channel sections under major-axis combined loading: Tests, simulations and design. Journal of Constructional Steel Research, 187, 106932.
[68] Zhong, Y., Sun, Y., Tan, K. H., Zhao, O.* (2021). Post-fire behaviour and residual resistances of S700 high strength steel tubular section stub columns under combined loading. Thin-Walled Structures, 169, 108275.
[67] Jiang, K., Tan, K. H., Zhao, O.*, Gardner, L. (2021). Block tearing of S700 high strength steel bolted connections: Testing, numerical modelling and design. Engineering Structures, 246, 112979.
[66] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending. Engineering Structures, 243, 112675.
[65] Sun, Y., Liang, Y., Su, A., Zhao, O.* (2021). Local-flexural interactive buckling of S690 high strength steel slender welded I-section columns: Testing, numerical modelling and design. Thin-Walled Structures, 166, 108064.
[64] Zhang, L. Zhong, Y., Zhao, O.* (2021). Experimental and numerical investigations of press-braked stainless steel channel sections under minor-axis combined loading. Thin-Walled Structures, 166, 108049.
[63] Sun, Y., Su, A., Jiang, K., Liang, Y., Zhao, O.* (2021). Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading. Engineering Structures, 243, 112513.
[62] Jiang, K., Tan, KH., Zhao, O.* (2021). Net section fracture of S700 high strength steel staggered bolted connections. Thin-Walled Structures, 164, 107904.
[61] He, A., Sun, Y., Wu, N., Zhao, O.* (2021). Testing, simulation and design of eccentrically loaded austenitic stainless steel CHS stub columns after exposure to elevated temperatures. Thin-Walled Structures, 164, 107885.
[60] Zhong, Y., Sun, Y., Tan, KH., Zhao, O.* (2021). Testing, modelling and design of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 241, 112334.
[59] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2021). Fire testing of austenitic stainless steel I-section beam-columns. Thin-Walled Structures, 164, 107916.
[58] Li, S., Zhang, L., Liang, Y., Zhao, O.* (2021). Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling. Thin-Walled Structures, 164, 107791.
[57] Zhong, Y., Tan, KH., Zhao, O.* (2021). Experimental and numerical investigations of S700 high strength steel tubular section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 163, 107669.
[56] Sun, Y., Liang, Y., Zhao, O.*, Young, B. (2021). Experimental and numerical investigations of S690 high-strength steel welded I-sections under combined compression and bending. Journal of Structural Engineering (ASCE), 147(5): 04021054.
[55] Sun, Y., Jiang, K., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of high-chromium stainless steel welded I-section beam-columns. Engineering Structures, 236, 112065.
[54] He, A., Su, A., Liang, Y., Zhao, O.* (2021). Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns. Journal of Constructional Steel Research, 179, 106566.
[53] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2021). Membrane residual stresses and local buckling of S960 ultra-high strength steel welded I-section stub columns. Thin-Walled Structures, 161, 107497.
[52] Ma, YX., Zhao, O.*, Tan, KH. (2021). Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression. Engineering Structures, 232, 111796.
[51] Zhang, L., Liang, Y., Zhao, O.* (2021). Laboratory testing and numerical modelling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional buckling. Thin-Walled Structures, 161, 107395.
[50] Zhang, L., Li, S., Tan, KH., Zhao, O.* (2021). Experimental and numerical investigations of press-braked stainless steel channel section beam-columns. Thin-Walled Structures, 161, 107344
[49] dos Santos, JJ., Liang, Y., Zhao, O.*, de Andrade, SAL., de Lima, LR., Gardner, L., Vellasco, PC. (2021). Testing and design of stainless steel staggered bolted connections. Engineering Structures, 231, 111707.
[48] Wang, F., Liang, Y., Zhao, O.*, Young, B. (2021). Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design. Engineering Structures, 228, 111418.
[47] Su, A., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of S960 ultra-high strength steel welded I-section columns. Thin-Walled Structures, 159, 107166.
[46] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2021). Testing of stainless steel I-section columns in fire. Engineering Structures, 227, 111320.
2020:
[45] Jiang, K., Zhao, O.*, Tan, KH. (2020). Experimental and numerical study of S700 high strength steel double shear bolted connections in tension. Engineering Structures, 225, 111175.
[44] Zhang, L., Tan, KH., Zhao, O.* (2020). Press-braked stainless steel channel section columns failing by flexural buckling: Testing, numerical simulation and design. Thin-Walled Structures, 157, 107066.
[43] Liang, Y., Zhao, O.*, Long, YL., Gardner, L. (2020). Experimental and numerical studies of laser-welded stainless steel channel sections under combined compression and major axis bending moment. Thin-Walled Structures, 157, 107035.
[42] Zhang, L., Liang, Y., Zhao, O.* (2020). Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns. Engineering Structures, 223, 111180.
[41] Sun, Y., Liang, Y., Zhao, O.* (2020). Minor-axis flexural buckling behaviour and resistances of pin-ended S690 high strength steel welded I-section columns. Thin-Walled Structures, 156, 106980.
[40] Zhang, L., Liang, Y., Zhao, O.* (2020). Experimental and numerical investigations of pin-ended hot-rolled stainless steel angle section columns failing by flexural buckling. Thin-walled Structures, 156, 106977.
[39] Sun, Y., Liang, Y., Zhao, O.* (2020). Local–flexural interactive buckling behaviour and resistances of high-chromium stainless steel slender welded I-section columns. Engineering Structures, 220, 111022.
[38] He, A., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns. Engineering Structures, 219, 110893.
[37] Sun, Y., He, A., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour of high-chromium stainless steel welded I-section columns. Thin-Walled Structures, 154, 106812.
[36] Wang, F., Liang, Y., Zhao, O.* (2020). Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns. Engineering Structures, 215, 110629.
[35] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2020). Material properties and membrane residual stresses of S690 high strength steel welded I-sections after exposure to elevated temperatures. Thin-Walled Structures, 152, 106723.
[34] He, A., Li, H., Lan, X., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour and residual strengths of stainless steel CHS columns after exposure to fire. Thin-Walled Structures, 152, 106715.
[33] Buchanan, C., Zhao, O., Real, E., Gardner, L. (2020). Cold-formed stainless steel CHS beam-columns–Testing, simulation and design. Engineering Structures, 213, 110270.
[32] Zhang, L., Wang, F., Liang, Y., Zhao, O.* (2020). Experimental and numerical studies of press-braked S690 high strength steel channel section beams. Thin-Walled Structures, 148, 106499.
[31] Wang, F., Zhao, O.*, Young, B. (2020). Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns. Engineering Structures, 204, 109902.
[30] He, A., Liang, Y., Zhao, O.* (2020). Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire. Engineering Structures, 203, 109897.
[29] Zhang, L., Tan, K.H., Zhao, O.* (2020). Local stability of press-braked stainless steel angle and channel sections: Testing, numerical modelling and design analysis. Engineering Structures, 203, 109869.
2019:
[28] Zhang, L., Wang, F., Liang, Y., Zhao, O.*(2019). Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design. Engineering Structures, 201, 109764.
[27] Wang, F., Zhao, O.*, Young, B. (2019). Flexural behaviour and strengths of press-braked S960 ultra-high strength steel channel section beams. Engineering Structures, 200, 109735.
[26] Sun, Y., He, A., Liang, Y., Zhao, O.*(2019). In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams. Journal of Constructional Steel Research, 162, 105741.
[25] Sun, Y., Liu, Z., Liang, Y., Zhao, O.* (2019). Experimental and numerical investigations of hot-rolled austenitic stainless steel equal-leg angle sections. Thin-Walled Structures, 144, 106225.
[24] He, A., Wang, F., Zhao, O.* (2019). Experimental and numerical studies of concrete-filled high-chromium stainless steel tube (CFHSST) stub columns. Thin-Walled Structures, 144, 106273.
[23] Sun, Y., Liang, Y., Zhao, O.* (2019). Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns. Journal of Constructional Steel Research, 159, 521–533.
[22] He, A., Zhao, O.* (2019). Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression. Journal of Constructional Steel Research, 158, 405–416.
[21] Zhang, L., Tan, K.H., Zhao, O.* (2019). Experimental and numerical studies of fixed-ended cold-formed stainless steel equal-leg angle section columns. Engineering Structures, 184, 134–144.
[20] He, A., Liang, Y., Zhao, O.* (2019). Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures. Journal of Constructional Steel Research, 154, 293–305.
[19] Liang, Y., Jeyapragasam, V.V.K., Zhang, L., Zhao, O.* (2019). Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns. Journal of Constructional Steel Research, 154, 43–54.
[18] Zhao, O.*, Gardner, L., Young, B. (2019). Finite element modelling and design of stainless steel SHS and RHS beam-columns under moment gradients. Thin-Walled Structures, 134, 220–232.
[17] Sun, Y., Zhao, O.* (2019). Material response and local stability of high-chromium stainless steel welded I-sections. Engineering Structures, 178, 212–226.
[16] Liang, Y., Manninen, T., Zhao, O.*, Walport, F., Gardner, L. (2019). Elevated temperature material properties of a new high-chromium austenitic stainless steel. Journal of Constructional Steel Research, 152, 261–273.
[15] Afshan, S., Zhao, O., Gardner, L. (2019). Standardised material properties for numerical parametric studies of stainless steel structures and buckling curves for tubular columns. Journal of Constructional Steel Research, 152, 2–11.
[14] Liang, Y., Zhao, O.*, Long, Y., Gardner, L. (2019). Stainless steel channel sections under combined compression and minor axis bending–Part 2: Parametric studies and design. Journal of Constructional Steel Research, 152, 162–172.
[13] Liang, Y., Zhao, O.*, Long, Y., Gardner, L. (2019). Stainless steel channel sections under combined compression and minor axis bending–Part 1: Experimental study and numerical modelling. Journal of Constructional Steel Research, 152, 154–161.
2018:
[12] Zhao, O.*, Gardner, L. (2018). The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending. Journal of Constructional Steel Research, 150, 141–152.
2017:
[11] Zhao, O.*, Afshan, S., Gardner, L. (2017). Structural response and continuous strength method design of slender stainless steel cross-sections. Engineering Structures, 140, 14–25.
2016:
[10] Zhao, O.*, Gardner, L., Young, B. (2016). Experimental study of ferritic stainless steel tubular beam-column members subjected to unequal end moments. Journal of Structural Engineering (ASCE), 142(11), 04016091.
[9] Zhao, O.*, Gardner, L., Young, B. (2016). Behaviour and design of stainless steel SHS and RHS beam-columns. Thin-Walled Structures, 106, 330–345.
[8] Zhao, O.*, Gardner, L., Young, B. (2016). Testing and numerical modelling of austenitic stainless steel CHS beam-columns. Engineering Structures, 111, 263–274.
[7] Zhao, O.*, Gardner, L., Young, B. (2016). Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling. Thin-Walled Structures, 101, 231–239.
[6] Zhao, O.*, Gardner, L., Young, B. (2016). Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 2: Parametric studies and design. Thin-Walled Structures, 101, 240–248.
[5] Zhao, O.*, Gardner, L., Young, B. (2016). Buckling of ferritic stainless steel members under combined axial compression and bending. Journal of Constructional Steel Research, 117, 35–48.
[4] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2016). Experimental and numerical studies of ferritic stainless steel tubular cross-sections under combined compression and bending. Journal of Structural Engineering (ASCE), 142(2), 04015110.
2015:
[3] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2015). Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study. Engineering Structures, 89, 236–246.
[2] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2015). Behaviour of structural stainless steel cross-sections under combined loading – Part II: Numerical modelling and design. Engineering Structures, 89, 247–259.
2014:
[1] Theofanous, M., Saliba, N., Zhao, O., Gardner, L. (2014). Ultimate response of stainless steel continuous beams. Thin-Walled Structures, 83, 115–127.
[146] Li, S., Jiang, K., Chen, MT., Su, A., Guo, T., Zhao, O.* (2024). Cross-section behaviour and capacity of cold-formed austenitic stainless steel flat-oval hollow sections under combined compression and bending. Thin-Walled Structures, 199, 111877.
[145] Xing, Y., Wang, W., Zhao, O.* (2024). Experimental, numerical and analytical studies on full-scale cold-formed steel center-sheathed shear walls subjected to combined loading. Engineering Structures, 307, 117910.
[144] Su, A., Cheng, J. Li, X. Zhong, Y., Li, S. Zhao, O. Jiang, K. (2024). Unified machine-learning-based design method for normal and high strength steel I-section beam–columns. Thin-Walled Structures, 199, 111835.
[143] Li, S., Guo, T., Zhao, O.* (2024) Global buckling and resistances of austenitic stainless steel semi-oval hollow section beam-columns. Thin-Walled Structures, 199, 111851.
[142] Fan, L., Jin, L., Zhao, O., Liang, J., Li, P., Du X. (2024). Plastic hinge behavior of rectangular CFRP-confined RC columns: Meso-scale modelling and formulation. Engineering Structures, 307, 117923.
[141] Li, S., Guo, T., Zhao, O.* (2024). Experimental and numerical investigations of austenitic stainless steel semi-oval hollow sections under combined compression and bending. Engineering Structures, 306, 117814.
[140] Li, S., Liang, Y., Chen, MT., Zhao, O.* (2024). Flexural buckling of cold-formed austenitic stainless steel flat-oval hollow section columns: Testing modelling and design. Thin-Walled Structures, 199, 111795.
[139] Jing, Y., Jiang, K., Zhao, O.*, Gardner, L. (2024). Web crippling of stainless steel built-up I-sections under End-Two-Flange loading: Tests, simulations and design. Engineering Structures, 304, 117576.
[138] Li, S., Zhao, O.* (2024). Laboratory tests, numerical simulations and design of austenitic stainless steel semi-oval hollow section columns. Thin-Walled Structures, 198, 111648.
[137] Chen, Q., Zhang, L., Chen, MT., Zhao, O.* (2024). Experimental investigation and predictive models of membrane residual stresses in S690 high strength steel welded π-shaped and cruciform sections. Engineering Structures, 303, 117501.
[136] Wang, Z., Zhong, Y., Jiang, K., Su, M., Zhao, O.* (2024). Post-fire behaviour and resistances of square recycled aggregate concrete-filled stainless steel tube stub columns. Thin-Walled Structures, 197, 111564.
[135] Wang, Z., Zhong, Y., Zhao, O.* (2024). Circular recycled aggregate concrete-filled stainless steel tube stub columns after exposure to fire: Experiments, simulations and design. Engineering Structures, 302, 117418.
[134] Mou, B., Pan, Y., Zhao, O., Yu, Y. (2024). Flexural behavior of PRCFST column-column connection with transfer sleeves. Engineering Structures, 301, 117381.
[133] Zhong, Y., Liu, A., Fu, J., Zhao, O.* (2024). Structural behaviour and resistances of high strength concrete-filled stainless steel tube (HCFSST) beam-columns. Engineering Structures, 301, 117273.
[132] Lou, J., Fan, H., Zhao, O., Du J. (2024). A homogenized model for free vibration analysis of finite phononic crystal rods using strain gradient theory. Engineering Structures, 301, 117321.
[131] Chen, MT., Gong, Z., Zhang, T., Zuo, W., Zhao, Y., Zhao, O., Zhang, G., Wang, Z. (2024). Mechanical behavior of austenitic stainless steels produced by wire arc additive manufacturing. Thin-Walled Structures, 196, 111455.
[130] Fan, L., Jin, L., Zhao, O., Li, P., Liang, J., Du, X. (2024). Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns. Journal of Composites for Construction (ASCE), 28(1), 04023075.
[129] Chen, MT., Zhang, T., Gong, Z., Zuo, W., Wang, Z., Zong, L., Zhao, O., Hu, L. (2024). Mechanical properties and microstructure characteristics of wire arc additively manufactured high-strength steels. Engineering Structures, 300, 117092.
[128] Li, S., Zhao, O.* (2024). Flexural buckling of press-braked stainless steel Z-section columns: Testing, numerical modelling and design. Engineering Structures, 300, 117169.
[127] Li, S., Jiang, K., Zhao, O.* (2024). Local–flexural interactive buckling behaviour and design of press-braked stainless steel slender Z-section columns. Thin-Walled Structures, 195, 111317.
[126] Chen, MT., Zuo, W., Chen, Y., Zhao, O., Cheng, B., Zhao, J. (2024). Parametric topology optimization design and analysis of additively manufactured joints in spatial grid structures. Engineering Structures, 300, 117123.
[125] Wang, Y., Zhao, O., Zhang, L. (2024). Modeling urban rail transit system resilience under natural disasters: A two-layer network framework based on link flow. Reliability Engineering and System Safety, 241, 109619.
2023:
[124] Ye, J., Liu, Y., Yang, Y., Wang, Z., Zhao, O., Zhao, Y. (2023). Testing, analysis and design of wire and arc additively manufactured steel bolted connections. Engineering Structures, 296, 116939.
[123] Huang, H., Guo, L., Zhao, O., Gao, S. (2023). Experimental and numerical investigation into locally corroded circular concrete-filled steel tubular stub column strengthened by CFRP. Thin-Walled Structures, 192, 111174.
[122] Zhong, Y., Zhao, O.* (2023). Flexural buckling of laser-welded stainless steel T-section columns. Thin-Walled Structures, 191, 111080.
[121] Jiang, K., Zhao, O.* (2023). Stainless steel built-up section stub columns: Testing, numerical modelling and design. Thin-Walled Structures, 191, 111070.
[120] Jiang, K., Zhao, O.* (2023). Unified machine-learning-assisted design of stainless steel bolted connections. Journal of Constructional Steel Research, 211, 108155.
[119] Su, A., Yang, H., Wang, Y., Zhao, O.* (2023). Experimental and numerical investigations of S960 ultra-high strength steel welded I-section beams with in-plane flexural failure. Thin-Walled Structures, 190, 110969.
[118] Zhang, L., Liang, Y., Zhao, O.* (2023). Structural behaviour and design of press-braked S690 high strength steel channel sections under combined compression and minor-axis bending. Thin-Walled Structures, 190, 110974.
[117] Mou, B., Liu, X., Zhao, O., Xiao, H. (2023). Dynamic response of concrete-filled square steel tubular columns under lateral impact load at flat or corner zone. Engineering Structures, 292, 116319.
[116] Li, S., Zhao, O.* (2023). Post-fire cross-sectional behaviour of hot-rolled austenitic stainless steel channel section stub columns under combined compression and minor-axis bending. Journal of Constructional Steel Research, 210, 108084.
[115] Zhang, L., Liang, Y., Zhao, O.* (2023). Cross-sectional behaviour of press-braked S690 high strength steel slender channel section stub columns under minor-axis combined loading. Journal of Constructional Steel Research, 210, 108050.
[114] Zhong, Y., Liang, Y., Zhao, O.* (2023). Membrane residual stresses and compressive behaviour of laser-welded stainless steel T-sections. Thin-Walled Structures, 189, 110741.
[113] Li, S., Liang, Y., Zhao, O.* (2023). Flexural buckling behaviour and residual resistances of hot-rolled stainless steel channel section columns after exposure to elevated temperatures. Engineering Structures, 291, 116411.
[112] Zuo, W., Chen, MT., Chen, Y., Zhao, O. Cheng, B., Zhao, J. (2023). Additive manufacturing oriented parametric topology optimization design and numerical analysis of steel joints in gridshell structures. Thin-Walled Structures, 188, 110817.
[111] Li, S., Liang, Y., Zhao, O.* (2023). Cross-section behaviour and design of press-braked ferritic stainless steel channel sections under combined compression and major-axis bending moment. Thin-Walled Structures, 188, 110775.
[110] Xing, Y., Zhao, O., Wang, W. (2023). Testing, modelling and analysis of full-scale cold-formed steel center-sheathed shear walls in fire. Engineering Structures, 284, 115970.
[109] Jiang, K., Zhao, O.* (2023). Ferritic stainless steel thin sheet bolted connections failing by bearing–curling interaction: Testing, modelling and design. Engineering Structures, 283, 115919.
[108] Li, S., Su, A., Zhao, O.* (2023). Structural behaviour of press-braked austenitic stainless steel slender channel section beam-columns. Engineering Structures, 281, 115818.
[107] Li, S., Zhao, O.* (2023). Testing, numerical modelling and design of press-braked ferritic stainless steel slender channel section columns failing by local–flexural interactive buckling. Thin-Walled Structures, 185, 110621.
[106] Zhong, Y., Su, A., Zhao, O.* (2023). Post-fire local buckling behaviour of cold-formed S700 high strength steel circular hollow sections under axial compression: Experiments, modelling and design. Thin-Walled Structures, 184, 110511.
[105] Zhang, L., Zhao, O.* (2023). Laboratory tests, numerical simulations and design of press-braked S690 high strength steel channel sections under major-axis combined loading. Engineering Structures, 277, 115456.
[104] Xing, Y., Wang, W., Zhao, O., Xu, L., Shi, Y. (2023). Experimental and numerical studies of fire behavior of cold-formed steel center-sheathed walls subjected to gravity loading. Thin-Walled Structures, 183, 110455.
[103] Huang, H., Jia, C., Zhao, O., Guo, L. (2023). Local corrosion morphology analysis and simplification of low carbon steel plates. Ocean Engineering, 268, 113372.
[102] Li, S., Jiang, K., Zhao, O.* (2023). Press-braked ferritic stainless steel slender channel section beam–columns: Tests, simulations and design. Thin-Walled Structures, 183, 110302.
[101] Su, A., Jiang, K., Wang, Y., Zhao, O.* (2023). Experimental and numerical investigations into S960 ultra-high strength steel welded I-section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 183, 110349.
[100] Li, S., Su, A., Zhao, O.* (2023). Post-fire behaviour and residual resistance of hot-rolled stainless steel channel sections under major-axis combined loading. Engineering Structures, 275, 115202.
[99] Zhang, L., Zhong, Y., Zhao, O.* (2023). Structural behaviour and design of press-braked S690 high strength steel angle section long columns. Thin-Walled Structures, 182, 110251.
[98] Zhang, L., Su, A., Zhao, O.* (2023). Flexural–torsional buckling of pin-ended press-braked S690 high strength steel angle section columns: Testing, modelling and design. Thin-Walled Structures, 182, 110217.
2022:
[97] Zhong, Y., Zhao, O.* (2022). Behaviour of eccentrically loaded circular recycled aggregate concrete-filled stainless steel tube stub columns. Journal of Constructional Steel Research, 198, 107568.
[96] Li, S., Zhao, O.* (2022). Local–flexural interactive buckling behaviour and resistance of press-braked stainless steel slender channel section columns. Engineering Structures, 270, 114871.
[95] Zhong, Y., Zhao, O.* (2022). Experimental and numerical studies on post-fire behaviour of S700 high strength steel circular hollow sections under combined compression and bending. Thin-Walled Structures, 181, 110004.
[94] Su, A., Zhao, O.* (2022). Experimental and numerical investigations of S960 ultra-high strength steel slender welded I-section columns failing by local–flexural interactive buckling. Thin-Walled Structures, 180, 109898.
[93] Zhong, Y., He, A., Zhao, O.* (2022). Concrete-filled high-chromium stainless steel tube stub columns under combined compression and bending: Experimental and numerical investigations. Thin-Walled Structures, 180, 109762.
[92] Jiang, K., Liang, Y., Zhao, O.* (2022). Machine-learning-based design of high strength steel bolted connections. Thin-Walled Structures, 179, 109575.
[91] Jiang, K., Zhao, O.* (2022). Testing, numerical modelling and design of S690 high strength steel channel-to-plate connections. Thin-Walled Structures, 179, 109545.
[90] Li, S., Zhang, L., Zhao, O.* (2022). Cross-section behavior and design of hot-rolled stainless steel channel sections under major-axis combined loading. Journal of Structural Engineering (ASCE), 148(8), 04022110.
[89] Zhong, Y., Zhao, O.*, Young, B. (2022). Experimental and numerical investigations of recycled aggregate concrete-filled stainless steel tube stub columns under combined compression and bending. Engineering Structures, 266, 114502.
[88] Li, S., Zhao, O.* (2022). Local buckling and capacity of press-braked ferritic stainless steel channel sections under minor-axis combined loading. Thin-Walled Structures, 178, 109507.
[87] Jiang, K., Zhao, O.*, Young, B. (2022). Experimental and numerical study of stainless steel channel-to-gusset plate connections. Engineering Structures, 265, 114461.
[86] Su, A., Jiang, K., Wang, M., Zhao, O.* (2022). S960 ultra-high strength steel slender welded I-section beam–columns: Testing, numerical modelling and design. Thin-Walled Structures, 177, 109452.
[85] Zhang, L., Zhao, O.* (2022). Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling. Engineering Structures, 264, 114468.
[84] Zhong, Y., Zhao, O.* (2022). Concrete-filled high strength steel tube stub columns after exposure to fire: Testing, numerical modelling and design. Thin-Walled Structures, 177, 109428.
[83] Zhang, L., Liang, Y., Zhao, O.* (2022). Experimental and numerical study of press-braked S690 high-strength steel channel-section columns failing by minor-axis flexural buckling. Journal of Structural Engineering (ASCE), 148(8), 04022094.
[82] Zhong, Y., Zhao, O.*, Gardner, L. (2022). Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire. Thin-Walled Structures, 175, 109248.
[81] Zhong, Y., Sun, Y., Zhao, O.*, Gardner, L. (2022). Structural response and residual capacity of S700 high-strength steel CHS columns after exposure to elevated temperatures. Journal of Structural Engineering (ASCE), 148(6), 04022050.
[80] Jiang, K., Zhao, O.* (2022). Experimental and numerical studies of stainless steel angle-to-plate connections. Thin-Walled Structures, 173, 109026.
[79] Jiang, K., Zhao, O.* (2022). Net section failure of S690 high-strength steel angle-to-plate connections. Journal of Structural Engineering (ASCE), 148(4), 04022021.
[78] Zhong, Y, Jiang, K., Zhao, O.* (2022). Post-fire behaviour and capacity of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 253, 113837.
[77] Li, S., Zhang, L., Zhao, O.* (2022). Testing, modelling and design of hot-rolled stainless steel channel sections under combined compression and minor-axis bending moment. Thin-Walled Structures, 172, 108836.
[76] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2022). Fire testing and design of slender stainless steel I-sections in weak-axis flexure. Thin-Walled Structures, 171, 108682.
[75] Wulan, T., Wang, P., Xia, C., Liu, X., Liu, M., Liu, F., Zhao, O., Zhang, L. (2022). Strength of connection fixed by TOBs considering out-of-plane tube wall deformation-Part 1: Tests and numerical studies. Steel and Composite Structures, 42(1), 49–57.
[74] Li, S., Zhang, L., Zhao, O.* (2022). Global buckling and design of hot-rolled stainless steel channel section beam-columns. Thin-Walled Structures, 170, 108433.
2021:
[73] Lan, X., Li, S., Zhao, O.* (2021). Local buckling of hot-rolled stainless steel channel section stub columns after exposure to fire. Journal of Constructional Steel Research, 187, 106950.
[72] Su, A., Sun, Y., Zhao, O.*, Liang, Y. (2021). Local buckling of S960 ultra-high strength steel welded I-sections subjected to combined compression and major-axis bending. Engineering Structures, 248, 113213.
[71] Su, A., Jiang, K., Liang, Y., Zhao, O.* (2021). Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns. Thin-Walled Structures, 169, 108422.
[70] Sun, Y., Liang, Y., Zhao, O.*, Young, B. (2021). Cross-sectional behavior of austenitic stainless steel welded I-sections under major-axis combined loading. Journal of Structural Engineering (ASCE), 147(12): 04021202.
[69] Zhang, L., Zhong, Y., Zhao, O.* (2021). Press-braked stainless steel channel sections under major-axis combined loading: Tests, simulations and design. Journal of Constructional Steel Research, 187, 106932.
[68] Zhong, Y., Sun, Y., Tan, K. H., Zhao, O.* (2021). Post-fire behaviour and residual resistances of S700 high strength steel tubular section stub columns under combined loading. Thin-Walled Structures, 169, 108275.
[67] Jiang, K., Tan, K. H., Zhao, O.*, Gardner, L. (2021). Block tearing of S700 high strength steel bolted connections: Testing, numerical modelling and design. Engineering Structures, 246, 112979.
[66] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending. Engineering Structures, 243, 112675.
[65] Sun, Y., Liang, Y., Su, A., Zhao, O.* (2021). Local-flexural interactive buckling of S690 high strength steel slender welded I-section columns: Testing, numerical modelling and design. Thin-Walled Structures, 166, 108064.
[64] Zhang, L. Zhong, Y., Zhao, O.* (2021). Experimental and numerical investigations of press-braked stainless steel channel sections under minor-axis combined loading. Thin-Walled Structures, 166, 108049.
[63] Sun, Y., Su, A., Jiang, K., Liang, Y., Zhao, O.* (2021). Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading. Engineering Structures, 243, 112513.
[62] Jiang, K., Tan, KH., Zhao, O.* (2021). Net section fracture of S700 high strength steel staggered bolted connections. Thin-Walled Structures, 164, 107904.
[61] He, A., Sun, Y., Wu, N., Zhao, O.* (2021). Testing, simulation and design of eccentrically loaded austenitic stainless steel CHS stub columns after exposure to elevated temperatures. Thin-Walled Structures, 164, 107885.
[60] Zhong, Y., Sun, Y., Tan, KH., Zhao, O.* (2021). Testing, modelling and design of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending. Engineering Structures, 241, 112334.
[59] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2021). Fire testing of austenitic stainless steel I-section beam-columns. Thin-Walled Structures, 164, 107916.
[58] Li, S., Zhang, L., Liang, Y., Zhao, O.* (2021). Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling. Thin-Walled Structures, 164, 107791.
[57] Zhong, Y., Tan, KH., Zhao, O.* (2021). Experimental and numerical investigations of S700 high strength steel tubular section stub columns after exposure to elevated temperatures. Thin-Walled Structures, 163, 107669.
[56] Sun, Y., Liang, Y., Zhao, O.*, Young, B. (2021). Experimental and numerical investigations of S690 high-strength steel welded I-sections under combined compression and bending. Journal of Structural Engineering (ASCE), 147(5): 04021054.
[55] Sun, Y., Jiang, K., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of high-chromium stainless steel welded I-section beam-columns. Engineering Structures, 236, 112065.
[54] He, A., Su, A., Liang, Y., Zhao, O.* (2021). Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns. Journal of Constructional Steel Research, 179, 106566.
[53] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2021). Membrane residual stresses and local buckling of S960 ultra-high strength steel welded I-section stub columns. Thin-Walled Structures, 161, 107497.
[52] Ma, YX., Zhao, O.*, Tan, KH. (2021). Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression. Engineering Structures, 232, 111796.
[51] Zhang, L., Liang, Y., Zhao, O.* (2021). Laboratory testing and numerical modelling of pin-ended hot-rolled stainless steel angle section columns failing by flexural-torsional buckling. Thin-Walled Structures, 161, 107395.
[50] Zhang, L., Li, S., Tan, KH., Zhao, O.* (2021). Experimental and numerical investigations of press-braked stainless steel channel section beam-columns. Thin-Walled Structures, 161, 107344
[49] dos Santos, JJ., Liang, Y., Zhao, O.*, de Andrade, SAL., de Lima, LR., Gardner, L., Vellasco, PC. (2021). Testing and design of stainless steel staggered bolted connections. Engineering Structures, 231, 111707.
[48] Wang, F., Liang, Y., Zhao, O.*, Young, B. (2021). Pin-ended press-braked S960 ultra-high strength steel angle section columns: Testing, numerical modelling and design. Engineering Structures, 228, 111418.
[47] Su, A., Liang, Y., Zhao, O.* (2021). Experimental and numerical studies of S960 ultra-high strength steel welded I-section columns. Thin-Walled Structures, 159, 107166.
[46] Xing, Z., Zhao, O.*, Kucukler, M., Gardner, L. (2021). Testing of stainless steel I-section columns in fire. Engineering Structures, 227, 111320.
2020:
[45] Jiang, K., Zhao, O.*, Tan, KH. (2020). Experimental and numerical study of S700 high strength steel double shear bolted connections in tension. Engineering Structures, 225, 111175.
[44] Zhang, L., Tan, KH., Zhao, O.* (2020). Press-braked stainless steel channel section columns failing by flexural buckling: Testing, numerical simulation and design. Thin-Walled Structures, 157, 107066.
[43] Liang, Y., Zhao, O.*, Long, YL., Gardner, L. (2020). Experimental and numerical studies of laser-welded stainless steel channel sections under combined compression and major axis bending moment. Thin-Walled Structures, 157, 107035.
[42] Zhang, L., Liang, Y., Zhao, O.* (2020). Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns. Engineering Structures, 223, 111180.
[41] Sun, Y., Liang, Y., Zhao, O.* (2020). Minor-axis flexural buckling behaviour and resistances of pin-ended S690 high strength steel welded I-section columns. Thin-Walled Structures, 156, 106980.
[40] Zhang, L., Liang, Y., Zhao, O.* (2020). Experimental and numerical investigations of pin-ended hot-rolled stainless steel angle section columns failing by flexural buckling. Thin-walled Structures, 156, 106977.
[39] Sun, Y., Liang, Y., Zhao, O.* (2020). Local–flexural interactive buckling behaviour and resistances of high-chromium stainless steel slender welded I-section columns. Engineering Structures, 220, 111022.
[38] He, A., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns. Engineering Structures, 219, 110893.
[37] Sun, Y., He, A., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour of high-chromium stainless steel welded I-section columns. Thin-Walled Structures, 154, 106812.
[36] Wang, F., Liang, Y., Zhao, O.* (2020). Experimental and numerical studies of pin-ended press-braked S960 ultra-high strength steel channel section columns. Engineering Structures, 215, 110629.
[35] Su, A., Sun, Y., Liang, Y., Zhao, O.* (2020). Material properties and membrane residual stresses of S690 high strength steel welded I-sections after exposure to elevated temperatures. Thin-Walled Structures, 152, 106723.
[34] He, A., Li, H., Lan, X., Liang, Y., Zhao, O.* (2020). Flexural buckling behaviour and residual strengths of stainless steel CHS columns after exposure to fire. Thin-Walled Structures, 152, 106715.
[33] Buchanan, C., Zhao, O., Real, E., Gardner, L. (2020). Cold-formed stainless steel CHS beam-columns–Testing, simulation and design. Engineering Structures, 213, 110270.
[32] Zhang, L., Wang, F., Liang, Y., Zhao, O.* (2020). Experimental and numerical studies of press-braked S690 high strength steel channel section beams. Thin-Walled Structures, 148, 106499.
[31] Wang, F., Zhao, O.*, Young, B. (2020). Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns. Engineering Structures, 204, 109902.
[30] He, A., Liang, Y., Zhao, O.* (2020). Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire. Engineering Structures, 203, 109897.
[29] Zhang, L., Tan, K.H., Zhao, O.* (2020). Local stability of press-braked stainless steel angle and channel sections: Testing, numerical modelling and design analysis. Engineering Structures, 203, 109869.
2019:
[28] Zhang, L., Wang, F., Liang, Y., Zhao, O.*(2019). Press-braked S690 high strength steel equal-leg angle and plain channel section stub columns: Testing, numerical simulation and design. Engineering Structures, 201, 109764.
[27] Wang, F., Zhao, O.*, Young, B. (2019). Flexural behaviour and strengths of press-braked S960 ultra-high strength steel channel section beams. Engineering Structures, 200, 109735.
[26] Sun, Y., He, A., Liang, Y., Zhao, O.*(2019). In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams. Journal of Constructional Steel Research, 162, 105741.
[25] Sun, Y., Liu, Z., Liang, Y., Zhao, O.* (2019). Experimental and numerical investigations of hot-rolled austenitic stainless steel equal-leg angle sections. Thin-Walled Structures, 144, 106225.
[24] He, A., Wang, F., Zhao, O.* (2019). Experimental and numerical studies of concrete-filled high-chromium stainless steel tube (CFHSST) stub columns. Thin-Walled Structures, 144, 106273.
[23] Sun, Y., Liang, Y., Zhao, O.* (2019). Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns. Journal of Constructional Steel Research, 159, 521–533.
[22] He, A., Zhao, O.* (2019). Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression. Journal of Constructional Steel Research, 158, 405–416.
[21] Zhang, L., Tan, K.H., Zhao, O.* (2019). Experimental and numerical studies of fixed-ended cold-formed stainless steel equal-leg angle section columns. Engineering Structures, 184, 134–144.
[20] He, A., Liang, Y., Zhao, O.* (2019). Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures. Journal of Constructional Steel Research, 154, 293–305.
[19] Liang, Y., Jeyapragasam, V.V.K., Zhang, L., Zhao, O.* (2019). Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns. Journal of Constructional Steel Research, 154, 43–54.
[18] Zhao, O.*, Gardner, L., Young, B. (2019). Finite element modelling and design of stainless steel SHS and RHS beam-columns under moment gradients. Thin-Walled Structures, 134, 220–232.
[17] Sun, Y., Zhao, O.* (2019). Material response and local stability of high-chromium stainless steel welded I-sections. Engineering Structures, 178, 212–226.
[16] Liang, Y., Manninen, T., Zhao, O.*, Walport, F., Gardner, L. (2019). Elevated temperature material properties of a new high-chromium austenitic stainless steel. Journal of Constructional Steel Research, 152, 261–273.
[15] Afshan, S., Zhao, O., Gardner, L. (2019). Standardised material properties for numerical parametric studies of stainless steel structures and buckling curves for tubular columns. Journal of Constructional Steel Research, 152, 2–11.
[14] Liang, Y., Zhao, O.*, Long, Y., Gardner, L. (2019). Stainless steel channel sections under combined compression and minor axis bending–Part 2: Parametric studies and design. Journal of Constructional Steel Research, 152, 162–172.
[13] Liang, Y., Zhao, O.*, Long, Y., Gardner, L. (2019). Stainless steel channel sections under combined compression and minor axis bending–Part 1: Experimental study and numerical modelling. Journal of Constructional Steel Research, 152, 154–161.
2018:
[12] Zhao, O.*, Gardner, L. (2018). The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending. Journal of Constructional Steel Research, 150, 141–152.
2017:
[11] Zhao, O.*, Afshan, S., Gardner, L. (2017). Structural response and continuous strength method design of slender stainless steel cross-sections. Engineering Structures, 140, 14–25.
2016:
[10] Zhao, O.*, Gardner, L., Young, B. (2016). Experimental study of ferritic stainless steel tubular beam-column members subjected to unequal end moments. Journal of Structural Engineering (ASCE), 142(11), 04016091.
[9] Zhao, O.*, Gardner, L., Young, B. (2016). Behaviour and design of stainless steel SHS and RHS beam-columns. Thin-Walled Structures, 106, 330–345.
[8] Zhao, O.*, Gardner, L., Young, B. (2016). Testing and numerical modelling of austenitic stainless steel CHS beam-columns. Engineering Structures, 111, 263–274.
[7] Zhao, O.*, Gardner, L., Young, B. (2016). Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling. Thin-Walled Structures, 101, 231–239.
[6] Zhao, O.*, Gardner, L., Young, B. (2016). Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 2: Parametric studies and design. Thin-Walled Structures, 101, 240–248.
[5] Zhao, O.*, Gardner, L., Young, B. (2016). Buckling of ferritic stainless steel members under combined axial compression and bending. Journal of Constructional Steel Research, 117, 35–48.
[4] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2016). Experimental and numerical studies of ferritic stainless steel tubular cross-sections under combined compression and bending. Journal of Structural Engineering (ASCE), 142(2), 04015110.
2015:
[3] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2015). Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study. Engineering Structures, 89, 236–246.
[2] Zhao, O.*, Rossi, B., Gardner, L., Young, B. (2015). Behaviour of structural stainless steel cross-sections under combined loading – Part II: Numerical modelling and design. Engineering Structures, 89, 247–259.
2014:
[1] Theofanous, M., Saliba, N., Zhao, O., Gardner, L. (2014). Ultimate response of stainless steel continuous beams. Thin-Walled Structures, 83, 115–127.