Kuo Mo Hsiao
- A co-rotational formulation for nonlinear dynamic analysis of curved euler beam. In: Computers & Structures, v. 54, n. 6 (March 1995). (1995):
- Nonlinear finite element analysis of elastic frames. In: Computers & Structures, v. 26, n. 4 (January 1987). (1987):
- Large displacement analysis of elasto-plastic frames. In: Computers & Structures, v. 28, n. 5 (January 1988). (1988):
- Free vibration analysis of rotating Euler beams at high angular velocity. In: Computers & Structures, v. 88, n. 17-18 (September 2010). (2010):
- An explicit algorithm for geometrically nonlinear transient analysis of spatial beams using a corotational total Lagrangian finite element formulation. In: Computers & Structures, v. 200 (15 April 2018). (2018):
- A Motion Process for Large Displacement Analysis of Spatial Frames. In: International Journal of Space Structures, v. 6, n. 2 (June 1991). (1991):
- Quadruply coupled linear free vibrations of thin-walled beams with a generic open section. In: Engineering Structures, v. 30, n. 5 (May 2008). (2008):