W. X. Wu
- Free Vibration and Buckling Analysis of Highly Skewed Plates By Least Squares-based Finite Difference Method. In: International Journal of Structural Stability and Dynamics, v. 10, n. 2 (June 2010). (2010):
- LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFS. In: Computers & Structures, v. 84, n. 31-32 (December 2006). (2006):