A cracked model for fatigue damage detection and evaluation in steel beam bridges (1999)
Fonte: Light-weigth steel and aluminium structures. Nome do evento: International Conference on Steel and Aluminium Structures. Unidade: EESC
Assuntos: FADIGA DAS ESTRUTURAS, MECÂNICA DA FRATURA, PONTES DE AÇO
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DEUS, Enio Pontes de e VENTURINI, Wilson Sergio e PEIL, Udo. A cracked model for fatigue damage detection and evaluation in steel beam bridges. 1999, Anais.. Amsterdam: Elsevier, 1999. Disponível em: https://repositorio.usp.br/directbitstream/4be92b24-10fd-4473-8ec5-69b4ed61d18e/ok1044428.pdf. Acesso em: 10 dez. 2025.APA
Deus, E. P. de, Venturini, W. S., & Peil, U. (1999). A cracked model for fatigue damage detection and evaluation in steel beam bridges. In Light-weigth steel and aluminium structures. Amsterdam: Elsevier. Recuperado de https://repositorio.usp.br/directbitstream/4be92b24-10fd-4473-8ec5-69b4ed61d18e/ok1044428.pdfNLM
Deus EP de, Venturini WS, Peil U. A cracked model for fatigue damage detection and evaluation in steel beam bridges [Internet]. Light-weigth steel and aluminium structures. 1999 ;[citado 2025 dez. 10 ] Available from: https://repositorio.usp.br/directbitstream/4be92b24-10fd-4473-8ec5-69b4ed61d18e/ok1044428.pdfVancouver
Deus EP de, Venturini WS, Peil U. A cracked model for fatigue damage detection and evaluation in steel beam bridges [Internet]. Light-weigth steel and aluminium structures. 1999 ;[citado 2025 dez. 10 ] Available from: https://repositorio.usp.br/directbitstream/4be92b24-10fd-4473-8ec5-69b4ed61d18e/ok1044428.pdf
