近年來代表性論文如下： [1] X. Liu, X. Liu, S. Adhikari, X. Zhao. An analytical framework for broadband dynamic analysis of plate built-up structures with uncertain viscoelastic boundary or connection conditions. Mechanical Systems and Signal Processing, 2022, 177: 109121. (IF:8.934, JCRQ1, 中科院1區(qū)Top) [2] X. Liu, A. Pagani, E. Carrera, X. Liu. Dynamic stiffness method and CUF-based component-wise theories applied to free vibration analysis of solid beams, thin-walled structures and reinforced panels. Thin-walled structures, 2024, 198:111707. (IF:6.401, JCRQ1, 中科院1區(qū)Top) [3] X. Liu, A. Pagani, E. Carrera, X. Liu*. Free vibration analysis of composite beams and laminated reinforced panels by refined dynamic stiffness method and CUF-based component-wise theory[J]. Composite Structures, 2024, 337:118058. (IF:6.603, JCRQ1, 中科院2區(qū)Top) [4] X. Liu, X. Liu（導(dǎo)一本二）, S. Adhikari, S. Yin. Extended WittrickWilliams algorithm for eigenvalue solution of stochastic dynamic stiffness method, Mechanical Systems and Signal Processing 2022, 166: 108354. (IF:8.934, JCRQ1, 中科院1區(qū)Top) [5] X. Liu, X. Liu（導(dǎo)一本二）, S. Xie. A highly accurate analytical spectral flexibility formulation for buckling and wrinkling of orthotropic rectangular plates, International Journal of Mechanical Sciences 2020, 168: 105311. (IF:7.3, JCRQ1, 中科院1區(qū)Top) [6] X. Liu, X. Liu（導(dǎo)一本二）, W. Zhou. An analytical spectral stiffness method for buckling of rectangular plates on Winkler foundation subject to general boundary conditions, Applied Mathematical Modelling 2020, 86: 36-53. (IF:5.129, JCRQ1, 中科院1區(qū)Top) [7] Y. Yu, P. Lv, X. Liu, X. Liu*. Flow-Induced Vibration Hybrid Modeling Method and Dynamic Characteristics of U-Section Rubber Outer Windshield System of High-Speed Trains. Applied Sciences. 2023, 13(9): 5813. (IF:2.7, JCRQ3, 中科院4區(qū)) [8] X. Liu, X. Liu*, S. Adhikari. Exact dynamic stiffness formulations and vibration response analysis of orthotropic viscoelastic plate built-up structures, Computers & Structures, Under revision (IF:5.372, JCRQ1, 中科院2區(qū)) [9] X. Liu, X. Liu*, T. Lu, D. Tang. High-efficient complex eigen-solution algorithms for transcendental dynamic stiffness formulations of plate built-up structures with frequency-dependent viscoelastic models, Computers & Structures, Under revision (IF:5.372, JCRQ1, 中科院2區(qū)) [10] X. Liu, D. Tang, X. Liu*. An enhanced argument principle algorithm for exact complex transcendental eigenvalue analysis of damped structures, Mechanical Systems and Signal Processing, Under revision (IF:8.934, JCRQ1, 中科院1區(qū)Top) [11] L. Huang, X. Liu*, X. Liu, X. Zhao. Analytical homogenization for equivalent in-plane elastic moduli of multi-material honeycombs. Composite Structures, 2023, 325:117586. (IF:6.603, JCRQ1, 中科院1區(qū)) [12] X. Liu, X. Zhao, X. Liu. A highly accurate spectral dynamic stiffness method for efficient broadband modal and dynamic response analysis of membranes assemblies with arbitrary boundary conditions. Computers and Structures, 2022, 267: 106797. (IF:5.372, JCRQ1) [13] X. Liu, S. Tao, X. Zhao, X. Liu. Dynamic response analysis for bridges subjected to moving vehicle loads by using the analytical dynamic stiffness method. Computers and Structures, 2024, 292: 107240(IF:5.372, JCRQ1) |
