A. W. M. Kok
- Steady-state response of a stratified half-space subjected to a horizontal arbitrary buried uniform load applied at a circular area. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 6 (August 2004). (2004):
- A shear locking free six-node mindlin plate bending element. In: Computers & Structures, v. 36, n. 3 (January 1990). (1990):
- Shape-orthotropic stressing–bending plate model. In: Engineering Structures, v. 30, n. 10 (October 2008). (2008):