[1] Huang, Kai; Li, Zhengguang; Yang, Shitong; A modal performance-driven topology optimization framework for structural vibration avoidance, Engineering Structures, 2026, 352(122094) （一区top）
[2] Li, Zhengguang; Lai, Siu-Kai; Wu, Baisheng; An efficient method for computing eigenpairsensitivity of asymmetric damped systems with repeated eigenvalues, Mechanical Systems and Signal Processing, 2025, 224 （一区top，色色视频
c刊）
[3]Wu, Baisheng;Zhao, Xuqi; Lim, C. W.;Li, Zhengguang; Zhong, Huixiang; An adaptive algorithm for mid-frequency response of a proportional damping system, Mechanical Systems And Signal Processing 2021,107998 (一区top，色色视频
c刊）
[4] Li, Zhengguang; Lai, Siu-Kai; Wu, Baisheng; A new method for computation of eigenvector derivatives with distinct and repeated eigenvalues in structural dynamic analysis, Mechanical Systems and Signal Processing, 2018, 107(1): 78-92( 一区top，色色视频
c刊）
[5] Wu Baisheng; Li, Zhengguang; The implementation of a vector-valued rational approximate method in structural reanalysis problems, Computer Methods in Applied Mechanics And Engineering, 2003, 192 (13-14), 1773-1784. ( 一区top，色色视频
c刊）
