Filtros : "EESC-SET" "Japão" "EESC" Removidos: "MADEIRA (PROPRIEDADES FÍSICAS "FFLCH-FLG" "Guatemala" Limpar

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  • Source: Proceedings. Conference titles: World Conference on Timber Engineering. Unidade: EESC

    Assunto: PONTES DE MADEIRA (PROJETO;CONSTRUÇÃO)

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    • ABNT

      CALIL JUNIOR, Carlito. Brazilian handbook for the design and construction of timber bridges. 2008, Anais.. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      Calil Junior, C. (2008). Brazilian handbook for the design and construction of timber bridges. In Proceedings. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Calil Junior C. Brazilian handbook for the design and construction of timber bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      Calil Junior C. Brazilian handbook for the design and construction of timber bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: International Symposium on Utilization of High-Strength and High-Performance Concrete. Unidade: EESC

    Subjects: ARGAMASSA, LIGAÇÕES ESTRUTURAIS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, LATEX

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    • ABNT

      EL DEBS, Mounir Khalil e SIQUEIRA, Gustavo Henrique e EL DEBS, Ana Lúcia Homce de Cresce. Study of cement-base bearing pad subjected to compression load. 2008, Anais.. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      El Debs, M. K., Siqueira, G. H., & El Debs, A. L. H. de C. (2008). Study of cement-base bearing pad subjected to compression load. In Proceedings. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      El Debs MK, Siqueira GH, El Debs ALH de C. Study of cement-base bearing pad subjected to compression load. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      El Debs MK, Siqueira GH, El Debs ALH de C. Study of cement-base bearing pad subjected to compression load. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: World Conference on Timber Engineering. Unidade: EESC

    Subjects: PONTES MISTAS, CONEXÕES ESTRUTURAIS, DINÂMICA DAS ESTRUTURAS

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      MOLINA, Julio Cesar e CALIL JUNIOR, Carlito. Dynamic analysis on glued steel bar connectors for composed log-concrete deck bridges. 2008, Anais.. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      Molina, J. C., & Calil Junior, C. (2008). Dynamic analysis on glued steel bar connectors for composed log-concrete deck bridges. In Proceedings. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Molina JC, Calil Junior C. Dynamic analysis on glued steel bar connectors for composed log-concrete deck bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      Molina JC, Calil Junior C. Dynamic analysis on glued steel bar connectors for composed log-concrete deck bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: World Conference on Timber Engineering. Unidade: EESC

    Subjects: ESTRUTURAS DE MADEIRA COLADA, GOMAS E RESINAS, CONEXÕES ESTRUTURAIS

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      MIOTTO, José Luiz e DIAS, Antonio Alves. Glulam-concrete composite structures: experimental investigation into the connection system. 2008, Anais.. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      Miotto, J. L., & Dias, A. A. (2008). Glulam-concrete composite structures: experimental investigation into the connection system. In Proceedings. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Miotto JL, Dias AA. Glulam-concrete composite structures: experimental investigation into the connection system. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      Miotto JL, Dias AA. Glulam-concrete composite structures: experimental investigation into the connection system. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: International Symposium on Utilization of High-Strength and High-Performance Concrete. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO REFORÇADO COM FIBRAS

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      EL DEBS, Ana Lúcia Homce de Cresce e ALMEIDA FILHO, Fernando Menezes de e EL DEBS, Mounir Khalil. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. 2008, Anais.. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      El Debs, A. L. H. de C., Almeida Filho, F. M. de, & El Debs, M. K. (2008). Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. In Proceedings. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      El Debs ALH de C, Almeida Filho FM de, El Debs MK. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      El Debs ALH de C, Almeida Filho FM de, El Debs MK. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: World Conference on Timber Engineering. Unidade: EESC

    Assunto: PONTES DE MADEIRA

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      CHEUNG, Andrés Batista e LINDQUIST, Malton e CALIL JUNIOR, Carlito. Structural reliability of stress-laminated timber bridges. 2008, Anais.. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 17 ago. 2024.
    • APA

      Cheung, A. B., Lindquist, M., & Calil Junior, C. (2008). Structural reliability of stress-laminated timber bridges. In Proceedings. Miyazaki: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Cheung AB, Lindquist M, Calil Junior C. Structural reliability of stress-laminated timber bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
    • Vancouver

      Cheung AB, Lindquist M, Calil Junior C. Structural reliability of stress-laminated timber bridges. Proceedings. 2008 ;[citado 2024 ago. 17 ]
  • Conference titles: International Symposium on Wood Science and Technology. Unidade: EESC

    Assunto: PONTES DE MADEIRA

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      CALIL JÚNIOR, Carlito. Emerging timber bridge program to São Paulo state. 2005, Anais.. Pacifico Yokohama: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2005. . Acesso em: 17 ago. 2024.
    • APA

      Calil Júnior, C. (2005). Emerging timber bridge program to São Paulo state. In . Pacifico Yokohama: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Calil Júnior C. Emerging timber bridge program to São Paulo state. 2005 ;[citado 2024 ago. 17 ]
    • Vancouver

      Calil Júnior C. Emerging timber bridge program to São Paulo state. 2005 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, LIGAÇÕES VIGA-PILAR

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      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Behaviour eccentrically loaded concrete-filled steel tubes. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2002). Behaviour eccentrically loaded concrete-filled steel tubes. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      De Nardin S, El Debs ALH de C. Behaviour eccentrically loaded concrete-filled steel tubes. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      De Nardin S, El Debs ALH de C. Behaviour eccentrically loaded concrete-filled steel tubes. Proceedings. 2002 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO ARMADO

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    • ABNT

      HANAI, João Bento de e ALMEIDA, Tatiana Gesteira Martins de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strenghthening methods [CD-ROM]. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      Hanai, J. B. de, & Almeida, T. G. M. de. (2002). Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strenghthening methods [CD-ROM]. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      Hanai JB de, Almeida TGM de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strenghthening methods [CD-ROM]. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      Hanai JB de, Almeida TGM de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strenghthening methods [CD-ROM]. Proceedings. 2002 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO

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    • ABNT

      CARRAZEDO, Ricardo e HANAI, João Bento de e TAKEUTI, Adilson Roberto. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM]. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. Disponível em: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf. Acesso em: 17 ago. 2024.
    • APA

      Carrazedo, R., Hanai, J. B. de, & Takeuti, A. R. (2002). Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM]. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute. Recuperado de https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
    • NLM

      Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM] [Internet]. Proceedings. 2002 ;[citado 2024 ago. 17 ] Available from: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
    • Vancouver

      Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [CD-ROM] [Internet]. Proceedings. 2002 ;[citado 2024 ago. 17 ] Available from: https://repositorio.usp.br/directbitstream/d7820d55-5a39-4f0d-b603-311d3b9c46ac/prod_1480_sysno_1282811%20%282%29.pdf
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, LIGAÇÕES VIGA-PILAR

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    • ABNT

      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresci. Behaviour of eccentrically loaded concrete-filled steel tubes [CD-ROM]. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2002). Behaviour of eccentrically loaded concrete-filled steel tubes [CD-ROM]. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      De Nardin S, El Debs ALH de C. Behaviour of eccentrically loaded concrete-filled steel tubes [CD-ROM]. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      De Nardin S, El Debs ALH de C. Behaviour of eccentrically loaded concrete-filled steel tubes [CD-ROM]. Proceedings. 2002 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO

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    • ABNT

      CARRAZEDO, Ricardo e HANAI, João Bento de e TAKEUTI, Adilson Roberto. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. Disponível em: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf. Acesso em: 17 ago. 2024.
    • APA

      Carrazedo, R., Hanai, J. B. de, & Takeuti, A. R. (2002). Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute. Recuperado de https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
    • NLM

      Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [Internet]. Proceedings. 2002 ;[citado 2024 ago. 17 ] Available from: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
    • Vancouver

      Carrazedo R, Hanai JB de, Takeuti AR. Behaviour of reinforced concrete columns confined by carbon fiber-reinforced polymer (CFRP) wraps [Internet]. Proceedings. 2002 ;[citado 2024 ago. 17 ] Available from: https://repositorio.usp.br/directbitstream/73367f59-44f0-4591-b837-ea68ee3b2727/PROD_001481_SYSNO_1284481.pdf
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO ARMADO

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    • ABNT

      TAKEUTI, Adilson Roberto e HANAI, João Bento de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      Takeuti, A. R., & Hanai, J. B. de. (2002). Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: CONCRETO DE ALTO DESEMPENHO, DESEMPENHO DE MATERIAIS DE CONSTRUÇÃO

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    • ABNT

      TAKEUTI, Adilsn Roberto e HANAI, João Bento de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      Takeuti, A. R., & Hanai, J. B. de. (2002). Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 ago. 17 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO ARMADO

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    • ABNT

      HANAI, João Bento de e ALMEIDA, Tatiana Gesteira Martins de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strengthening methods. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 17 ago. 2024.
    • APA

      Hanai, J. B. de, & Almeida, T. G. M. de. (2002). Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strengthening methods. In Proceedings. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute.
    • NLM

      Hanai JB de, Almeida TGM de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strengthening methods. Proceedings. 2002 ;[citado 2024 ago. 17 ]
    • Vancouver

      Hanai JB de, Almeida TGM de. Performance of reinforced concrete beams strengthened by external prestressing tendons in comparison to other strengthening methods. Proceedings. 2002 ;[citado 2024 ago. 17 ]

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