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