(1) Yonghua Li, Lingcheng Kong, Chaowei Wu, Pengcheng Xiao,Overload strengthening and seismic performance of existing large-span steel truss structure[J]. Journal of Constructional Steel Research,Volume 236, Part B, 2026  SCI

(2) Yonghua Li，Qian Zhou，Weijian Zhao，Zhao Li. Novel Method for Adjusting Pile–Soil Settlement in a Composite Foundation with End-Bearing Piles[J]. International Journal of Geomechanics, 2026, 26(2): 04025330（ASCE）SCI

(3) Li Yonghua, Yu Congying, Yao Lei, Wu Jiawei, and Liu Xiangang. 2023. Study on Mechanical Properties of Composite Foundation with Rigid Pile Based on the Cushion and Strength Adjustor Control[J]. Processes, 2023,11(2),539. SCI

(4) Li Yonghua, Yao Lei, Chen Gaoxiang, Zhao Weijian, and Liu Xiangang. 2023. Nonlinear settlement calculation of composite foundation based on tangent modulus method：Two case studies[J]. Buildings , 2023,13(4),892. SCI

(5) Li Yonghua, Xiao Yunhao, Zhang Weihao, Jie Yiming.In-plane stability analysis of assembly steel struts in deep excavation [J].Journal of Railway Science and Engineering, 2021, 18 (12): 3201-3209. EI

(6) Li Yonghua, Jie Yiming, Sun Guoguo, et al.Design and Analysis of the Cross Flexible Bracing Critical Stiffness for Steel Truss Internal Support System [J]. Structural Engineers, 2022, 38 (04): 45-52. 

(7) Li Yonghua, Gui Guoqing, Liao Yu. Pseudo excitation method based on directly solving absolute diaplacements with addtional modes [J]. Journal of Vibration and Shock, 2015, 34 (08): 12-19. EI

(8) Li Yonghua, Gui Guoqing. Error Analysis between Relative Motion Solving Method and Absolute Displacement Direct Solving Method [J]. Journal of Civil and Environmental Engineering, 2011, 33 (05): 83-89. EI

(9) Li Yonghua, Li Siming. Seismic response analysis of a multi-tower connected structure under multi-support and multi-dimensional earthquake excitations [J]. China Civil Engineering Journal, 2011, 44 (04): 98-104. EI

(10) Li Yonghua, Li Siming. Pseudo excitation method based on solving absolute displacement [J]. Journal of Vibration and Shock, 2009, 28 (10): 185-190 + 234. EI