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  • Source: Proceedings. Conference titles: International Nondestructive Testing and Evaluation of Wood Symposium. Unidade: EESC

    Subjects: PASSARELAS, PONTES ESTAIADAS, CIRCULAÇÃO DE PEDESTRES, ANÁLISE NUMÉRICA

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    • ABNT

      SEGUNDINHO, Pedro Gutemberg de Alcântara e DIAS, Antônio Alves e CARREIRA, Marcelo Rodrigo. Dynamic investigation of a cable-stayed timber footbridge. 2013, Anais.. Madison, WI: U.S. Departament of Agriculture, 2013. . Acesso em: 14 out. 2025.
    • APA

      Segundinho, P. G. de A., Dias, A. A., & Carreira, M. R. (2013). Dynamic investigation of a cable-stayed timber footbridge. In Proceedings. Madison, WI: U.S. Departament of Agriculture.
    • NLM

      Segundinho PG de A, Dias AA, Carreira MR. Dynamic investigation of a cable-stayed timber footbridge. Proceedings. 2013 ;[citado 2025 out. 14 ]
    • Vancouver

      Segundinho PG de A, Dias AA, Carreira MR. Dynamic investigation of a cable-stayed timber footbridge. Proceedings. 2013 ;[citado 2025 out. 14 ]
  • Source: Proceedings of COBEM. Conference titles: International Congress of Mechanical Engineering. Unidade: EESC

    Subjects: PASSARELAS, PONTES ESTAIADAS, VIBRAÇÕES DO TERRENO, ANÁLISE NUMÉRICA, ESTRUTURAS

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    • ABNT

      SEGUNDINHO, Pedro Gutemberg de Alcântara e DIAS, Antônio Alves. Dynamic investigation of a cable-stayed timber footbridge. 2009, Anais.. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. Disponível em: https://repositorio.usp.br/directbitstream/47cd6b8c-ce91-400e-b961-c932dd5a6455/OK___trabalho%2042.pdf. Acesso em: 14 out. 2025.
    • APA

      Segundinho, P. G. de A., & Dias, A. A. (2009). Dynamic investigation of a cable-stayed timber footbridge. In Proceedings of COBEM. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/47cd6b8c-ce91-400e-b961-c932dd5a6455/OK___trabalho%2042.pdf
    • NLM

      Segundinho PG de A, Dias AA. Dynamic investigation of a cable-stayed timber footbridge [Internet]. Proceedings of COBEM. 2009 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/47cd6b8c-ce91-400e-b961-c932dd5a6455/OK___trabalho%2042.pdf
    • Vancouver

      Segundinho PG de A, Dias AA. Dynamic investigation of a cable-stayed timber footbridge [Internet]. Proceedings of COBEM. 2009 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/47cd6b8c-ce91-400e-b961-c932dd5a6455/OK___trabalho%2042.pdf
  • Source: Journal of Surveying Engineering. Unidade: EESC

    Subjects: SISTEMA DE INFORMAÇÃO GEOGRÁFICA, PONTES ESTAIADAS, CIRCULAÇÃO DE PEDESTRES

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    • ABNT

      SCHAAL, Ricardo Ernesto e LAROCCA, Ana Paula Camargo. Measuring dynamic oscillations of a small span cable-stayed footbridge: case study using L1 GPS receivers. Journal of Surveying Engineering, v. 135, n. 1, p. 33-37, 2009Tradução . . Disponível em: http://ascelibrary.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSUED2000135000001000033000001&idtype=cvips&prog=normal. Acesso em: 14 out. 2025.
    • APA

      Schaal, R. E., & Larocca, A. P. C. (2009). Measuring dynamic oscillations of a small span cable-stayed footbridge: case study using L1 GPS receivers. Journal of Surveying Engineering, 135( 1), 33-37. Recuperado de http://ascelibrary.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSUED2000135000001000033000001&idtype=cvips&prog=normal
    • NLM

      Schaal RE, Larocca APC. Measuring dynamic oscillations of a small span cable-stayed footbridge: case study using L1 GPS receivers [Internet]. Journal of Surveying Engineering. 2009 ; 135( 1): 33-37.[citado 2025 out. 14 ] Available from: http://ascelibrary.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSUED2000135000001000033000001&idtype=cvips&prog=normal
    • Vancouver

      Schaal RE, Larocca APC. Measuring dynamic oscillations of a small span cable-stayed footbridge: case study using L1 GPS receivers [Internet]. Journal of Surveying Engineering. 2009 ; 135( 1): 33-37.[citado 2025 out. 14 ] Available from: http://ascelibrary.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JSUED2000135000001000033000001&idtype=cvips&prog=normal
  • Source: Latin American Journal of Solids and Structures. Unidade: EP

    Subjects: PONTES ESTAIADAS, ESTABILIDADE, MODELOS MATEMÁTICOS

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    • ABNT

      KREIS, Eri Sato e ANDRÉ, João Cyro. A numerical inquiry into flutter phenomenon in long-span bridges. Latin American Journal of Solids and Structures, v. 2, n. 3-4, p. 321-337, 2005Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf. Acesso em: 14 out. 2025.
    • APA

      Kreis, E. S., & André, J. C. (2005). A numerical inquiry into flutter phenomenon in long-span bridges. Latin American Journal of Solids and Structures, 2( 3-4), 321-337. Recuperado de https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
    • NLM

      Kreis ES, André JC. A numerical inquiry into flutter phenomenon in long-span bridges [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2( 3-4): 321-337.[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
    • Vancouver

      Kreis ES, André JC. A numerical inquiry into flutter phenomenon in long-span bridges [Internet]. Latin American Journal of Solids and Structures. 2005 ; 2( 3-4): 321-337.[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/1aaa21ec-6b29-4527-8ffc-a4335acd69f3/Andre_2005_A%20numerical%20inquiry.pdf
  • Source: Professional Surveyor. Unidade: EESC

    Subjects: PONTES ESTAIADAS, PONTES PÊNSEIS, PASSARELAS, SISTEMA DE POSICIONAMENTO GLOBAL

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    • ABNT

      LAROCCA, Ana Paula Camargo e SCHAAL, Ricardo Ernesto e SANTOS, Marcelo Carvalho. Using GPS to monitor movement of a cable-stayed bridge. Professional Surveyor, v. 25, n. 7, p. 18-22, 2005Tradução . . Acesso em: 14 out. 2025.
    • APA

      Larocca, A. P. C., Schaal, R. E., & Santos, M. C. (2005). Using GPS to monitor movement of a cable-stayed bridge. Professional Surveyor, 25( 7), 18-22.
    • NLM

      Larocca APC, Schaal RE, Santos MC. Using GPS to monitor movement of a cable-stayed bridge. Professional Surveyor. 2005 ; 25( 7): 18-22.[citado 2025 out. 14 ]
    • Vancouver

      Larocca APC, Schaal RE, Santos MC. Using GPS to monitor movement of a cable-stayed bridge. Professional Surveyor. 2005 ; 25( 7): 18-22.[citado 2025 out. 14 ]
  • Source: CILANCE 2004: proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering. Unidade: EP

    Subjects: PONTES ESTAIADAS, MODELOS MATEMÁTICOS

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    • ABNT

      KREIS, Eri Sato e ANDRÉ, João Cyro. Numerical inquiry of the flutter phenomenon in suspended bridges. 2004, Anais.. Recife, PE: Universidade Federal de Pernambuco, 2004. Disponível em: https://repositorio.usp.br/directbitstream/92000db1-8af1-46e7-adb4-589ca9db5a91/Andre_2004_Numerical%20inquiry.pdf. Acesso em: 14 out. 2025.
    • APA

      Kreis, E. S., & André, J. C. (2004). Numerical inquiry of the flutter phenomenon in suspended bridges. In CILANCE 2004: proceedings. Recife, PE: Universidade Federal de Pernambuco,. Recuperado de https://repositorio.usp.br/directbitstream/92000db1-8af1-46e7-adb4-589ca9db5a91/Andre_2004_Numerical%20inquiry.pdf
    • NLM

      Kreis ES, André JC. Numerical inquiry of the flutter phenomenon in suspended bridges [Internet]. CILANCE 2004: proceedings. 2004 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/92000db1-8af1-46e7-adb4-589ca9db5a91/Andre_2004_Numerical%20inquiry.pdf
    • Vancouver

      Kreis ES, André JC. Numerical inquiry of the flutter phenomenon in suspended bridges [Internet]. CILANCE 2004: proceedings. 2004 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/92000db1-8af1-46e7-adb4-589ca9db5a91/Andre_2004_Numerical%20inquiry.pdf
  • Source: Resumos. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering. Unidade: EP

    Subjects: PONTES ESTAIADAS, MODELOS MATEMÁTICOS

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    • ABNT

      KREIS, Eri Sato e ANDRÉ, João Cyro. Numerical inquiry of the flutter phenomenon in suspended bridges. 2004, Anais.. Recife, PE: Universidade Federal de Pernambuco, 2004. Disponível em: https://repositorio.usp.br/directbitstream/5d0dba7a-94cf-4fc2-8700-27316e44f08e/Andre-2004-numerical.pdf. Acesso em: 14 out. 2025.
    • APA

      Kreis, E. S., & André, J. C. (2004). Numerical inquiry of the flutter phenomenon in suspended bridges. In Resumos. Recife, PE: Universidade Federal de Pernambuco,. Recuperado de https://repositorio.usp.br/directbitstream/5d0dba7a-94cf-4fc2-8700-27316e44f08e/Andre-2004-numerical.pdf
    • NLM

      Kreis ES, André JC. Numerical inquiry of the flutter phenomenon in suspended bridges [Internet]. Resumos. 2004 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/5d0dba7a-94cf-4fc2-8700-27316e44f08e/Andre-2004-numerical.pdf
    • Vancouver

      Kreis ES, André JC. Numerical inquiry of the flutter phenomenon in suspended bridges [Internet]. Resumos. 2004 ;[citado 2025 out. 14 ] Available from: https://repositorio.usp.br/directbitstream/5d0dba7a-94cf-4fc2-8700-27316e44f08e/Andre-2004-numerical.pdf
  • Source: Journal of Wind Engineering and Industrial Aerodynamics. Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, PONTES ESTAIADAS

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    • ABNT

      MAZZILLI, Carlos Eduardo Nigro et al. A simple numerical model for the aeroelastic analysis of cable-stayed bridges. Journal of Wind Engineering and Industrial Aerodynamics, v. 84, n. 3, p. 263-271, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0167-6105(99)00107-5. Acesso em: 14 out. 2025.
    • APA

      Mazzilli, C. E. N., André, J. C., Soares, M. E. S., & Ramos, I. B. (2000). A simple numerical model for the aeroelastic analysis of cable-stayed bridges. Journal of Wind Engineering and Industrial Aerodynamics, 84( 3), 263-271. doi:10.1016/s0167-6105(99)00107-5
    • NLM

      Mazzilli CEN, André JC, Soares MES, Ramos IB. A simple numerical model for the aeroelastic analysis of cable-stayed bridges [Internet]. Journal of Wind Engineering and Industrial Aerodynamics. 2000 ; 84( 3): 263-271.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/s0167-6105(99)00107-5
    • Vancouver

      Mazzilli CEN, André JC, Soares MES, Ramos IB. A simple numerical model for the aeroelastic analysis of cable-stayed bridges [Internet]. Journal of Wind Engineering and Industrial Aerodynamics. 2000 ; 84( 3): 263-271.[citado 2025 out. 14 ] Available from: https://doi.org/10.1016/s0167-6105(99)00107-5
  • Conference titles: Reunión sobre Investigación y Desarrollo de Productos Forestales. Unidade: EESC

    Subjects: ESTRUTURAS DE MADEIRA, PONTES DE CABOS SUSPENSOS, PONTES ESTAIADAS

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    • ABNT

      PLETZ, Everaldo e LAHR, Francisco Antonio Rocco. Comparative analysis of timber cable stayed bridges with timber suspension bridges. 2000, Anais.. Concepción: Universidad de Bio-Bio, 2000. . Acesso em: 14 out. 2025.
    • APA

      Pletz, E., & Lahr, F. A. R. (2000). Comparative analysis of timber cable stayed bridges with timber suspension bridges. In . Concepción: Universidad de Bio-Bio.
    • NLM

      Pletz E, Lahr FAR. Comparative analysis of timber cable stayed bridges with timber suspension bridges. 2000 ;[citado 2025 out. 14 ]
    • Vancouver

      Pletz E, Lahr FAR. Comparative analysis of timber cable stayed bridges with timber suspension bridges. 2000 ;[citado 2025 out. 14 ]

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