Source: Proceedings. Conference titles: World Congress on Computational Methods. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
ABNT
BARROS, Felício Bruzzi e PROENÇA, Sérgio Persival Baroncini e BARCELLOS, Clovis Sperb de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method. 2002, Anais.. Vienna: IACM, 2002. Disponível em: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf. Acesso em: 29 set. 2024.APA
Barros, F. B., Proença, S. P. B., & Barcellos, C. S. de. (2002). A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method. In Proceedings. Vienna: IACM. Recuperado de https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdfNLM
Barros FB, Proença SPB, Barcellos CS de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method [Internet]. Proceedings. 2002 ;[citado 2024 set. 29 ] Available from: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdfVancouver
Barros FB, Proença SPB, Barcellos CS de. A p-adaptive strategy for nonlinear structural analysis by the generalized finite element method [Internet]. Proceedings. 2002 ;[citado 2024 set. 29 ] Available from: https://repositorio.usp.br/directbitstream/cb2561b0-13dd-45fa-ae6b-0ae3ef2e5d7c/PROD_0000694_SYSNO_1262544.pdf