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  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS

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    • ABNT

      EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce e MIOTTO, Anamaria Malachini. Experimental analysis of beam-to-column connection with semi-rigid behavior of precast concrete structures. 2006, Anais.. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 07 out. 2024.
    • APA

      El Debs, M. K., El Debs, A. L. H. de C., & Miotto, A. M. (2006). Experimental analysis of beam-to-column connection with semi-rigid behavior of precast concrete structures. In Proceedings. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      El Debs MK, El Debs ALH de C, Miotto AM. Experimental analysis of beam-to-column connection with semi-rigid behavior of precast concrete structures. Proceedings. 2006 ;[citado 2024 out. 07 ]
    • Vancouver

      El Debs MK, El Debs ALH de C, Miotto AM. Experimental analysis of beam-to-column connection with semi-rigid behavior of precast concrete structures. Proceedings. 2006 ;[citado 2024 out. 07 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: ESTRUTURAS MISTAS, CONCRETO DE ALTO DESEMPENHO

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    • ABNT

      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Tests on concrete filled steel tubes under eccentric loads. 2006, Anais.. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 07 out. 2024.
    • APA

      De Nardin, S., & El Debs, A. L. H. de C. (2006). Tests on concrete filled steel tubes under eccentric loads. In Proceedings. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      De Nardin S, El Debs ALH de C. Tests on concrete filled steel tubes under eccentric loads. Proceedings. 2006 ;[citado 2024 out. 07 ]
    • Vancouver

      De Nardin S, El Debs ALH de C. Tests on concrete filled steel tubes under eccentric loads. Proceedings. 2006 ;[citado 2024 out. 07 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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    • ABNT

      ALMEIDA FILHO, Fernando Menezes de et al. Experimental and numerical analysis of pull-out tests using high-strength self-compacting concrete (HSSCC) and high-strength ordinary concrete (HSOC). 2006, Anais.. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 07 out. 2024.
    • APA

      Almeida Filho, F. M. de, De Nardin, S., El Debs, A. L. H. de C., & El Debs, M. K. (2006). Experimental and numerical analysis of pull-out tests using high-strength self-compacting concrete (HSSCC) and high-strength ordinary concrete (HSOC). In Proceedings. Naples: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Almeida Filho FM de, De Nardin S, El Debs ALH de C, El Debs MK. Experimental and numerical analysis of pull-out tests using high-strength self-compacting concrete (HSSCC) and high-strength ordinary concrete (HSOC). Proceedings. 2006 ;[citado 2024 out. 07 ]
    • Vancouver

      Almeida Filho FM de, De Nardin S, El Debs ALH de C, El Debs MK. Experimental and numerical analysis of pull-out tests using high-strength self-compacting concrete (HSSCC) and high-strength ordinary concrete (HSOC). Proceedings. 2006 ;[citado 2024 out. 07 ]
  • 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 Cresce. Behaviour eccentrically loaded concrete-filled steel tubes. 2002, Anais.. Osaka: Japan Prestressed Concrete Engineering Association/Japan Concrete Institute, 2002. . Acesso em: 07 out. 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 out. 07 ]
    • Vancouver

      De Nardin S, El Debs ALH de C. Behaviour eccentrically loaded concrete-filled steel tubes. Proceedings. 2002 ;[citado 2024 out. 07 ]
  • 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: 07 out. 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 out. 07 ]
    • 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 out. 07 ]
  • 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: 07 out. 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 out. 07 ] 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 out. 07 ] 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: 07 out. 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 out. 07 ]
    • Vancouver

      De Nardin S, El Debs ALH de C. Behaviour of eccentrically loaded concrete-filled steel tubes [CD-ROM]. Proceedings. 2002 ;[citado 2024 out. 07 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO

    PrivadoHow to cite
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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: 07 out. 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 out. 07 ] 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 out. 07 ] 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: 07 out. 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 out. 07 ]
    • Vancouver

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 out. 07 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

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

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • 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: 07 out. 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 out. 07 ]
    • Vancouver

      Takeuti AR, Hanai JB de. Analysis of preloaded reinforced concrete columns strengthened with high-performance concrete jackets. Proceedings. 2002 ;[citado 2024 out. 07 ]
  • Source: Proceedings. Conference titles: FIB Congress. Unidade: EESC

    Assunto: ESTRUTURAS DE CONCRETO ARMADO

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • 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: 07 out. 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 out. 07 ]
    • 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 out. 07 ]

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