Source: Proceedings of PACAM. Conference titles: Pan-American Congress of Applied Mechanics. Unidade: EESC
Subjects: ALGORITMOS GENÉTICOS, MECÂNICA DO DANO
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VILLALBA MORALES, Jesus Daniel e LAIER, Jose Elias. Two-step genetic algorithm methodology for structural damage detection by using dynamic parameters. 2010, Anais.. São Carlos: EESC-USP, 2010. . Acesso em: 14 out. 2024.APA
Villalba Morales, J. D., & Laier, J. E. (2010). Two-step genetic algorithm methodology for structural damage detection by using dynamic parameters. In Proceedings of PACAM. São Carlos: EESC-USP.NLM
Villalba Morales JD, Laier JE. Two-step genetic algorithm methodology for structural damage detection by using dynamic parameters. Proceedings of PACAM. 2010 ;[citado 2024 out. 14 ]Vancouver
Villalba Morales JD, Laier JE. Two-step genetic algorithm methodology for structural damage detection by using dynamic parameters. Proceedings of PACAM. 2010 ;[citado 2024 out. 14 ]