Theoretical and experimental analyses of transversely stressed T-Beam timber bridges (2002)
Source: Proceedings : timber construction in the new millennium. Conference titles: World Conference on Timber Engineering. Unidade: EESC
Subjects: PONTES DE MADEIRA, VIGAS
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ALVES, Nivea Mara Pereira e DIAS, Antonio Alves. Theoretical and experimental analyses of transversely stressed T-Beam timber bridges. 2002, Anais.. Shah Alam: UiTM/FRIM/IEM, 2002. Disponível em: https://repositorio.usp.br/directbitstream/94b68cf5-80c7-48d2-b46e-9371a4e138b7/prod_0000282_sysno_1317945.pdf. Acesso em: 07 out. 2024.APA
Alves, N. M. P., & Dias, A. A. (2002). Theoretical and experimental analyses of transversely stressed T-Beam timber bridges. In Proceedings : timber construction in the new millennium. Shah Alam: UiTM/FRIM/IEM. Recuperado de https://repositorio.usp.br/directbitstream/94b68cf5-80c7-48d2-b46e-9371a4e138b7/prod_0000282_sysno_1317945.pdfNLM
Alves NMP, Dias AA. Theoretical and experimental analyses of transversely stressed T-Beam timber bridges [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2024 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/94b68cf5-80c7-48d2-b46e-9371a4e138b7/prod_0000282_sysno_1317945.pdfVancouver
Alves NMP, Dias AA. Theoretical and experimental analyses of transversely stressed T-Beam timber bridges [Internet]. Proceedings : timber construction in the new millennium. 2002 ;[citado 2024 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/94b68cf5-80c7-48d2-b46e-9371a4e138b7/prod_0000282_sysno_1317945.pdf
