W. Kanok-Nukulchai
- An element-based 9-node resultant shell element for large deformation analysis of laminated composite plates and shells. In: Structural Engineering and Mechanics, v. 18, n. 6 (December 2004). (2004):
- Meshless formulation for shear-locking free bending elements. In: Structural Engineering and Mechanics, v. 11, n. 2 (February 2001). (2001):
- Generalization of FEM Using Node-Based Shape Functions. In: Civil Engineering Dimension / Dimensi Teknik Sipil, v. 17, n. 3 (December 2015). (2015):
- Nonlinear modelling of cable-stayed bridges. In: Journal of Constructional Steel Research, v. 26, n. 2-3 (January 1993). (1993):
- Element-based lagrangian formulation for large-deformation analysis. In: Computers & Structures, v. 30, n. 4 (January 1988). (1988):
- Nonlinear analysis using ritz vector reduced basis. In: Computers & Structures, v. 44, n. 1-2 (July 1992). (1992):