| 发表英文论文（一作及通讯）：
· Tang Y Q, Xu F, Liu Y P, et al. A hybrid beam-column element for second-order inelastic analysis of fire-exposed steel frames[J]. Journal of Constructional Steel Research, 2025, 235: 109912. · Wei H, Tang Y Q, Liu Y P, et al. Research on durability and mechanical properties of high strength steel in corrosive environment: A review[J]. Structures, 2025, 78: 109324. · Xu F, Tang Y Q, Ding X M, et al. Second-order inelastic analysis of steel frame structures using improved fiber plastic hinge method[J]. Advanced Steel Construction, 2025, 21(1). · Tang Y Q, Zhu H, Liu Y P, et al. A novel efficient plastic hinge approach for direct analysis of steel structures[J]. Engineering Structures, 2024, 319: 118837. · Tang Y Q, Li Z Y, Wu B. Modified Differential Quadrature Method Using Basis Functions Satisfying Multiple Boundary Conditions for Buckling Analyses of Beams and Rectangular Plates[J]. Journal of Engineering Mechanics, 2024, 150(8): 04024054. · Wei H, Zhang B, Tang Y Q, et al. Seismic performance investigation of irregular and complex connected structures based on the influence of ground fissure activity[J]. Journal of Building Engineering, 2024, 91: 109661. · Wei H, Tang Y Q, Chen C, et al. Corrosion behavior and microstructure analysis of butt welds of Q690 high strength steel in simulated marine environment[J]. Journal of Building Engineering, 2024, 84: 108509. · Tang Y Q, Ding Y Y, Liu Y P, et al. Innovative displacement-based beam-column element with shear deformation and imperfection[J]. Steel and Composite Structures, 2022, 42(1): 75-90. · Tang Y Q, Zhu H, Du E F. A novel incremental iterative force recovery method for second-order beam-column elements in plastic hinge analysis of steel frames[J]. International Journal of Structural Stability and Dynamics, 2022, 22(02): 2250027. · Tang Y Q, Chen W F, Liu Y P, et al. Consistent co-rotational framework for Euler-Bernoulli and Timoshenko beam-column elements under distributed member loads[J]. Advances in Structural Engineering, 2021, 24(9): 1847-1858. · Tang Y Q, Du E F, Wang J Q, et al. A co-rotational curved beam element for geometrically nonlinear analysis of framed structures[J]. Structures, 2020, 27: 1202-1208. · Tang Y Q, Liu Y P, Chan S L, et al. An innovative co-rotational pointwise equilibrating polynomial element based on Timoshenko beam theory for second-order analysis[J]. Thin-Walled Structures, 2019, 141: 15-27. · Tang Y Q, Liu Y P, Chan S L. A co-rotational framework for quadrilateral shell elements based on the pure deformational method[J]. Advanced Steel Construction, 2018, 14(1): 90-114. · Tang Y Q, Liu Y P, Chan S L. Element-independent pure deformational and co-rotational methods for triangular shell elements in geometrically nonlinear analysis[J]. International Journal of Structural Stability and Dynamics, 2018, 18(05): 1850065. · Tang Y Q, Zhou Z H, Chan S L. A simplified co‐rotational method for quadrilateral shell elements in geometrically nonlinear analysis[J]. International Journal for Numerical Methods in Engineering, 2017, 112(11): 1519-1538. · Tang Y Q, Zhou Z H, Chan S L. Geometrically nonlinear analysis of shells by quadrilateral flat shell element with drill, shear, and warping[J]. International Journal for Numerical Methods in Engineering, 2016, 108(10): 1248-1272. · Tang Y Q, Zhou Z H, Chan S L. Nonlinear beam-column element under consistent deformation[J]. International Journal of Structural Stability and Dynamics, 2015, 15(05): 1450068. · Tang Y Q, Zhou Z H, Chan S L. An accurate curved beam element based on trigonometrical mixed polynomial function[J]. International Journal of Structural Stability and Dynamics, 2013, 13(04): 1250084. 发表中文论文（一作及通讯）： · 高语官,汤轶群,杜二峰.拉弯组合作用下外伸端板节点受火全过程力学性能有限元分析[J].钢结构(中英文), 2024, 39(12):95-102. · 汤轶群,李振岳.基于满足多边界条件基函数的微分求积法及其应用[J].东南大学学报(自然科学版), 2024, 54(01): 149-155. · 魏欢欢,汤轶群,张广才,等.海洋环境下高强钢及焊缝连接粗糙度参数分析[J].建筑材料学报, 2024, 27(08): 727-732. · 朱贺,汤轶群,杜二峰.基于二阶梁柱单元的精细塑性铰算法[J].建筑钢结构进展, 2023, 25(05): 75-81. · 汤轶群,李兆霞.强载荷下结构动力响应与损伤的跨尺度分析[J].振动与冲击, 2012, 31(23): 16-25.
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