主持项目：

2021~2023，国家自然科学青年基金，基于板壳模型的钢板剪力墙结构的直接分析理论研究。

2020~2023，江苏省自然科学青年基金，钢板单元研究及其在钢板剪力墙结构直接分析中的应用。

SCI论文：

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 Structure, 2022.

Tang Y Q ,  Zhu H , Du E F . A Novel Incremental Iterative Force Recovery Method forSecond-Order Beam-Column Elements in Plastic Hinge Analysis of Steel Frames[J].InternationalJournal of Structural Stability and Dynamics, 2022, 22(02).

Tang, Y. Q., Liu, Y. P., Chan, S. L.& E. F. Du (2019).An innovative co-rotational pointwise equilibrating polynomial element based onTimoshenko beam theory for second-order analysis. Thin-Walled Structures, 141, 15-27.

Tang, Y. Q., Liu, Y. P. & Chan, S. L. (2018). A co-rotationalframework for quadrilateral shell elements based on the pure deformational modes.Advanced Steel Construction, 14(1),90-114.

Tang, Y. Q., Liu, Y. P. & Chan, S. L. (2018).Element-independent pure deformational and co-rotational methods for triangularshell elements in geometrically nonlinear analysis. International Journal of StructuralStability and Dynamics, 18(05), 1450068.

Tang, Y. Q., Zhou, Z. H. & Chan, S. L. (2017). Asimplified co‐rotational method for quadrilateral shellelements in geometrically nonlinear analysis.International Journal for Numerical Methods in Engineering, 112(11), 1519-1538

Tang, Y. Q., Zhou, Z. H. & Chan, S. L. (2016).Geometrically nonlinear analysis of shells by quadrilateral flat shell elementwith drill, shear, and warping. International Journal for Numerical Methods inEngineering, 108(10), 1248-1272.

Tang, Y. Q., Zhou, Z. H. & Chan, S. L. (2015).Nonlinear beam-column element under consistent deformation. International Journal of StructuralStability and Dynamics, 15(05), 1450068.

Tang, Y. Q., Zhou, Z. H. & Chan, S. L. (2013). Anaccurate curved beam element based on trigonometrical mixed polynomialfunction. International Journal ofStructural Stability and Dynamics, 13(04), 1250084