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王佳

时间:2025-06-03浏览:10

[1]  Bradford, M. A., Liu, X., Chen, C., Wang, J. (2023). Finite element modelling of lattice angle steel structures exposed to wildland fires. Structures, 56, 104901.

[2]  Zhou, Y., Uy, B., Wang, J., Li, D., Liu, X. (2021). Behaviour and design of stainless steel shear connectors in composite beam. Steel and Composite Structures, 46(2), 175-193

[3]  Li, D., Uy, B., Wang, J., Song, Y. (2022). Assessment of titanium alloy bolts for structural applications. Steel and Composite Structures, 42(4), 553-568.

[4]  Song, Y., Uy, B., Li, D., & Wang, J. (2022). Ultimate behaviour and rotation capacity of stainless steel end-plate connections. Steel and Composite Structures, 42(4), 569-590.

[5]  Nguyen, T. T., Thai, H. T., Li, D., Wang, J., Uy, B., Ngo, T. (2022). Behaviour and design of eccentrically loaded CFST columns with high strength materials and slender sections. Journal of Constructional Steel Research, 188, 107004.

[6]  Liu, X., Bradford, M., Wang, J. (2022). Load-slip behaviour of single-leg bolted angle steel connections at elevated temperatures. Structures, 43, 1018-1041.

[7]  Jiang, C., Xiong, W., Cai, C. S., Zhu, Y., Wang, J. (2022). Preload loss of high-strength bolts in friction connections considering corrosion damage and fatigue loading. Engineering Failure Analysis, 137, 106416.

[8]  Zhou, Y., Uy, B., Wang, J., Li, D. (2021). Behaviour and design of welded stainless steel beams with compact sections under flexure and shear. Journal of Constructional Steel Research, 187, 106996.

[9]  Li, D., Paradowska, A., Uy, B., Wang, J., Proust, G., Azad, S. K., Huang, Y. (2021). Residual stress measurements of lean duplex stainless steel welded sections. Journal of Constructional Steel Research, 186, 106883.

[10]  Zhou, Y., Uy, B., Wang, J., Li, D., Huang, Z., Liu, X. (2021). Behaviour and design of stainless steel-concrete composite beams. Journal of Constructional Steel Research, 185, 106863.

[11]  Song, Y., Wang, J., Uy, B., Li, D. (2021). Behaviour and design of stainless steel-concrete composite beam-to-column joints. Journal of Constructional Steel Research, 184, 106800.

[12]  Huang, Z., Uy, B., Li, D., Wang, J. (2020). Behaviour and design of ultra-high-strength CFST members subjected to compression and bending. Journal of Constructional Steel Research, 175, 106351.

[13]  Li, D., Uy, B., Wang, J., Song, Y. (2020). Behaviour and design of high-strength Grade 12.9 bolts under combined tension and shear. Journal of Constructional Steel Research, 174, 106305.

[14]  Song, Y., Wang, J., Uy, B., Li, D. (2020). Stainless steel bolts subjected to combined tension and shear: Behaviour and design. Journal of Constructional Steel Research, 170, 106122.

[15]  Wang, J., Uy, B., Li, D., Song, Y. (2020). Fatigue behaviour of stainless steel bolts in tension and shear under constant-amplitude loading. International Journal of Fatigue, 133, 105401.

[16]  Song, Y., Wang, J., Uy, B., Li, D. (2020). Experimental behaviour and fracture prediction of austenitic stainless steel bolts under combined tension and shear. Journal of Constructional Steel Research, 166, 105916.

[17]  Li, D., Paradowska, A., Uy, B., Wang, J., Khan, M. (2020). Residual stresses of box and I-shaped columns fabricated from S960 ultra-high-strength steel. Journal of Constructional Steel Research, 166, 105904.

[18]  Li, D., Uy, B., Wang, J., Song, Y. (2020). Behaviour and design of Grade 10.9 high-strength bolts under combined actions. Steel and Composite Structures, 35(3), 327-341.

[19]  Wang, J., Uy, B., Li, D., Song, Y. (2020). Progressive collapse analysis of stainless steel composite frames with beam-to-column endplate connections. Steel and Composite Structures, 36(4), 427-446.

[20]  Li, D., Uy, B., Wang, J. (2019). Behaviour and design of high-strength steel beam-to-column joints. Steel and Composite Structures, 31(3), 303-317.

[21]  Wang, J., Uy, B., Li, D. (2019). Behaviour of large fabricated stainless steel beam-to-tubular column joints with extended endplates. Steel and Composite Structures, 32(1), 141-156.

[22]  Wang, J., Uy, B., Li, D. (2019). Initial stiffness and moment capacity assessment of stainless steel composite bolted joints with concrete-filled circular tubular columns. Steel and Composite Structures, 33(5), 681-697.

[23]  Waqas, R., Uy, B., Wang, J., Thai, H. T. (2019). In-plane structural analysis of blind-bolted composite frames with semi-rigid joints. Steel and Composite Structures, 31(4), 373-385.

[24]  Song, Y., Uy, B., Wang, J. (2019). Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates. Steel and Composite Structures, 33(1), 143-162.

[25]  Wang, J., Uy, B., Thai, H. T., Li, D. (2018). Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates. Journal of Constructional Steel Research, 144, 221-235.

[26]  Li, D., Wang, J., Uy, B., Aslani, F., Patel, V. (2018). Analysis and design of demountable circular CFST column-base connections. Steel and Composite Structures, 28(5), 559-571.

[27]  Wang, J., Uy, B., Li, D. (2018). Analysis of demountable steel and composite frames with semi-rigid bolted joints. Steel and Composite Structures, 28(3), 363-380.

[28]  Wang, J., Zhu, H., Uy, B., Patel, V., Aslani, F., Li, D. (2018). Moment-rotation relationship of hollow-section beam-to-column steel joints with extended end-plates. Steel and Composite Structures, 29(6), 717-734.

[29]  王佳刘玉擎黄李骥, (2016), 高强度钢加劲板焊接残余应力测试及分析工程力学, 33(6), 242-249.

[30]  肖维思王佳刘玉擎黄李骥, (2016), 高强度U肋加劲钢板残余应力测试及模拟分析同济大学学报(自然科学版), 44(11), 1645-1652.

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