Eliseu Lucena Neto
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- Equivalent post-buckling models for the flexural behaviour of steel connections. In: Computers & Structures, v. 77, n. 6 (August 2000). (2000):
- Stability of annular sectors and plates subjected to follower loads based on a mixed finite element formulation. In: Computers & Structures, v. 31, n. 6 (January 1989). (1989):