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Filtros : "Proceedings: Geospatial Data and Geographical Information Science" "ESTRUTURAS" Removido: "Brasil" Limpar

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  • Trabalho de evento

    Shear strength and stiffness of CLT specimens with different species-adhesives combinations (2025)

    Molina, Julio Cesar ; Silva, João Vitor Felippe; Calil Júnior, Carlito

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

    Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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    • ABNT

      MOLINA, Julio Cesar e SILVA, João Vitor Felippe e CALIL JÚNIOR, Carlito. Shear strength and stiffness of CLT specimens with different species-adhesives combinations. 2025, Anais.. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: http://dx.doi.org/10.52202/080513-0668. Acesso em: 29 nov. 2025.

    • APA

      Molina, J. C., Silva, J. V. F., & Calil Júnior, C. (2025). Shear strength and stiffness of CLT specimens with different species-adhesives combinations. In Proceedings. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/080513-0668

    • NLM

      Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/080513-0668

    • Vancouver

      Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/080513-0668

  • Trabalho de evento

    Reliability assessment of a 5-metre railway steel bridge: a case study (2025)

    Faria, Caroline Correa de; Bittencourt, Túlio Nogueira ; Guirard, Daniel M; Beck, André Teófilo

    Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE AÇO, PONTES FERROVIÁRIAS, MÉTODO DE MONTE CARLO, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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    • ABNT

      FARIA, Caroline Correa de et al. Reliability assessment of a 5-metre railway steel bridge: a case study. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf. Acesso em: 29 nov. 2025.

    • APA

      Faria, C. C. de, Bittencourt, T. N., Guirard, D. M., & Beck, A. T. (2025). Reliability assessment of a 5-metre railway steel bridge: a case study. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf

    • NLM

      Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf

    • Vancouver

      Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf

  • Trabalho de evento

    Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads (2025)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Prado, Lisiane Pereira; El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO, CISALHAMENTO, PONTES, ANÁLISE EXPERIMENTAL DE ESTRUTURAS, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de et al. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf. Acesso em: 29 nov. 2025.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Prado, L. P., & El Debs, M. K. (2025). Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf

    • NLM

      Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf

    • Vancouver

      Sousa AMD de, Lantsoght EOL, Prado LP, El Debs MK. Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads [Internet]. Proceedings. 2025 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf

  • Trabalho de evento

    Probabilistic inspection planning for the life cycle management of railway bridges (2024)

    Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Carvalho, H.

    Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP

    Assunto: ESTRUTURAS

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    • ABNT

      AMES, Isabela et al. Probabilistic inspection planning for the life cycle management of railway bridges. 2024, Anais.. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.1201/9781003483755-332. Acesso em: 29 nov. 2025.

    • APA

      Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Carvalho, H. (2024). Probabilistic inspection planning for the life cycle management of railway bridges. In Proceedings. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003483755-332

    • NLM

      Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.1201/9781003483755-332

    • Vancouver

      Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.1201/9781003483755-332

  • Trabalho de evento

    One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: International Structural Engineering and Construction. Unidade: EESC

    Subjects: LAJES, CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 29 nov. 2025.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

  • Trabalho de evento

    Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 (2023)

    Brito, Leandro Dussarrat; Pletz, Everaldo; Calil Júnior, Carlito

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

    Subjects: ESTRUTURAS DE MADEIRA, MADEIRA, ESTRUTURAS

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    • ABNT

      BRITO, Leandro Dussarrat e PLETZ, Everaldo e CALIL JÚNIOR, Carlito. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0397. Acesso em: 29 nov. 2025.

    • APA

      Brito, L. D., Pletz, E., & Calil Júnior, C. (2023). Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0397

    • NLM

      Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0397

    • Vancouver

      Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0397

  • Trabalho de evento

    The new brazilian timber structures code NBR7190:2022 (2023)

    Calil Júnior, Carlito ; Icimoto, Felipe Hideyoshi; Brito, Leandro Dussarrat

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

    Subjects: NORMAS TÉCNICAS, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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    • ABNT

      CALIL JÚNIOR, Carlito e ICIMOTO, Felipe Hideyoshi e BRITO, Leandro Dussarrat. The new brazilian timber structures code NBR7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0399. Acesso em: 29 nov. 2025.

    • APA

      Calil Júnior, C., Icimoto, F. H., & Brito, L. D. (2023). The new brazilian timber structures code NBR7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0399

    • NLM

      Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0399

    • Vancouver

      Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0399

  • Trabalho de evento

    Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 (2023)

    Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Nogueira, Rodrigo de Souza; Calil Júnior, Carlito ; Santos, Lorenzo Lube dos; Ballarin, Adriano Wagner

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

    Subjects: MADEIRA, RESISTÊNCIA DOS MATERIAIS, MADEIRA, ESTRUTURAS

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    • ABNT

      MORITANI, Fabiana Yukiko et al. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0402. Acesso em: 29 nov. 2025.

    • APA

      Moritani, F. Y., Icimoto, F. H., Nogueira, R. de S., Calil Júnior, C., Santos, L. L. dos, & Ballarin, A. W. (2023). Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0402

    • NLM

      Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0402

    • Vancouver

      Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2025 nov. 29 ] Available from: http://dx.doi.org/10.52202/069179-0402

  • Trabalho de evento

    Stabilisation of a heavy chain buckled configuration through parametric excitation (2021)

    Ribeiro, Eduardo Ascenso Reis ; Mendes, Breno Ayres Pereira; Mazzilli, Carlos Eduardo Nigro

    Source: Proceedings. Conference titles: International Nonlinear Dynamics Conference (NODYCON 2021). Unidade: EP

    Subjects: ESTRUTURAS, DINÂMICA DAS ESTRUTURAS

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    • ABNT

      RIBEIRO, Eduardo Ascenso Reis e MENDES, Breno Ayres Pereira e MAZZILLI, Carlos Eduardo Nigro. Stabilisation of a heavy chain buckled configuration through parametric excitation. 2021, Anais.. Berlin: Springer, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf. Acesso em: 29 nov. 2025.

    • APA

      Ribeiro, E. A. R., Mendes, B. A. P., & Mazzilli, C. E. N. (2021). Stabilisation of a heavy chain buckled configuration through parametric excitation. In Proceedings. Berlin: Springer. Recuperado de https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf

    • NLM

      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf

    • Vancouver

      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf

  • Trabalho de evento-resumo

    Equilibrium of a linearly peridynamic material (2021)

    Aguiar, Adair Roberto ; Seitenfus, Alan B

    Source: Proceedings. Conference titles: International Congress of Theoretical and Applied Mechanics - ICTAM. Unidade: EESC

    Assunto: ESTRUTURAS

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      AGUIAR, Adair Roberto e SEITENFUS, Alan B. Equilibrium of a linearly peridynamic material. 2021, Anais.. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2021. Disponível em: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf. Acesso em: 29 nov. 2025.

    • APA

      Aguiar, A. R., & Seitenfus, A. B. (2021). Equilibrium of a linearly peridynamic material. In Proceedings. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf

    • NLM

      Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf

    • Vancouver

      Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf

  • Trabalho de evento

    Residual strength of UHPC exposed do sulfate and chloride attack (2020)

    Domingues, Aline Bensi; Krahl, Pablo Augusto; El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC

    Assunto: ESTRUTURAS

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      DOMINGUES, Aline Bensi e KRAHL, Pablo Augusto e EL DEBS, Mounir Khalil. Residual strength of UHPC exposed do sulfate and chloride attack. 2020, Anais.. Kassel, Germany: Kassel University Press, 2020. Disponível em: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf. Acesso em: 29 nov. 2025.

    • APA

      Domingues, A. B., Krahl, P. A., & El Debs, M. K. (2020). Residual strength of UHPC exposed do sulfate and chloride attack. In Proceedings. Kassel, Germany: Kassel University Press. Recuperado de https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf

    • NLM

      Domingues AB, Krahl PA, El Debs MK. Residual strength of UHPC exposed do sulfate and chloride attack [Internet]. Proceedings. 2020 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf

    • Vancouver

      Domingues AB, Krahl PA, El Debs MK. Residual strength of UHPC exposed do sulfate and chloride attack [Internet]. Proceedings. 2020 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf

  • Trabalho de evento

    Structural system influence on the shear capacity of wide members without shear reinforcement (2020)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC

    Subjects: CISALHAMENTO, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. Structural system influence on the shear capacity of wide members without shear reinforcement. 2020, Anais.. Lausanne, Switzerland: FIB, 2020. Disponível em: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf. Acesso em: 29 nov. 2025.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2020). Structural system influence on the shear capacity of wide members without shear reinforcement. In Proceedings. Lausanne, Switzerland: FIB. Recuperado de https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Structural system influence on the shear capacity of wide members without shear reinforcement [Internet]. Proceedings. 2020 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Structural system influence on the shear capacity of wide members without shear reinforcement [Internet]. Proceedings. 2020 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf

  • Trabalho de evento

    Reliability analysis of an infinite slope (2019)

    Torrico Siacara, Adrian ; Beck, André Teófilo ; Futai, Marcos Massao

    Source: Proceedings. Conference titles: International Symposium on Geotechnical Safety and Risk - ISGSR. Unidades: EESC, EP

    Subjects: ESTABILIDADE ESTRUTURAL, TALUDES, ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian e BECK, André Teófilo e FUTAI, Marcos Massao. Reliability analysis of an infinite slope. 2019, Anais.. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf. Acesso em: 29 nov. 2025.

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      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2019). Reliability analysis of an infinite slope. In Proceedings. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf

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      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf

    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf

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    Evaluation of the in service behavior of steel-concrete composite slabs (2019)

    Oliveira, Lucas Antônio Morais; El Debs, Ana Lúcia Homce de Cresce

    Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC

    Assunto: ESTRUTURAS

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      OLIVEIRA, Lucas Antônio Morais e EL DEBS, Ana Lúcia Homce de Cresce. Evaluation of the in service behavior of steel-concrete composite slabs. 2019, Anais.. Lausanne, Switzerland: FIB, 2019. Disponível em: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf. Acesso em: 29 nov. 2025.

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      Oliveira, L. A. M., & El Debs, A. L. H. de C. (2019). Evaluation of the in service behavior of steel-concrete composite slabs. In Proceedings. Lausanne, Switzerland: FIB. Recuperado de https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf

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      Oliveira LAM, El Debs ALH de C. Evaluation of the in service behavior of steel-concrete composite slabs [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf

    • Vancouver

      Oliveira LAM, El Debs ALH de C. Evaluation of the in service behavior of steel-concrete composite slabs [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/955ca335-1379-4d2c-b9ee-6791b55ac62e/Complete_ConfPaper_Proceedings_fibSymposium2019.pdf

  • Trabalho de evento

    Stability analysis of unbraced steel storage racks: discussions an alternatives (2019)

    Branquinho, Maria Ávila; Vieira Junior, Luiz Carlos Marcos; Malite, Maximiliano

    Source: Proceedings. Conference titles: Structural Stability Research Council Annual Stability Conference. Unidade: EESC

    Assunto: ESTRUTURAS

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      BRANQUINHO, Maria Ávila e VIEIRA JUNIOR, Luiz Carlos Marcos e MALITE, Maximiliano. Stability analysis of unbraced steel storage racks: discussions an alternatives. 2019, Anais.. Chicago, IL, USA: SSRC, 2019. . Acesso em: 29 nov. 2025.

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      Branquinho, M. Á., Vieira Junior, L. C. M., & Malite, M. (2019). Stability analysis of unbraced steel storage racks: discussions an alternatives. In Proceedings. Chicago, IL, USA: SSRC.

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      Branquinho MÁ, Vieira Junior LCM, Malite M. Stability analysis of unbraced steel storage racks: discussions an alternatives. Proceedings. 2019 ;[citado 2025 nov. 29 ]

    • Vancouver

      Branquinho MÁ, Vieira Junior LCM, Malite M. Stability analysis of unbraced steel storage racks: discussions an alternatives. Proceedings. 2019 ;[citado 2025 nov. 29 ]

  • Trabalho de evento

    A new alternative for transfer of compressive stresses in precast concrete connections (2019)

    El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: FIB Symposium. Unidade: EESC

    Assunto: ESTRUTURAS

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      EL DEBS, Mounir Khalil. A new alternative for transfer of compressive stresses in precast concrete connections. 2019, Anais.. Lausanne, Switzerland: FIB, 2019. . Acesso em: 29 nov. 2025.

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      El Debs, M. K. (2019). A new alternative for transfer of compressive stresses in precast concrete connections. In Proceedings. Lausanne, Switzerland: FIB.

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      El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 nov. 29 ]

    • Vancouver

      El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 nov. 29 ]

  • Trabalho de evento

    Influência do efeito de corda na resistência de parafusos na diração paralela às fibras da madeira (2019)

    Dias, Antônio Alves ; Trevisan, João Vitor Kochinski; Johanns, Felipe Penazzo

    Source: Proceedings. Conference titles: Congreso Latinoamericano de Estructuras de Maderas. Unidade: EESC

    Subjects: PARAFUSOS, ESTRUTURAS

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      DIAS, Antônio Alves e TREVISAN, João Vitor Kochinski e JOHANNS, Felipe Penazzo. Influência do efeito de corda na resistência de parafusos na diração paralela às fibras da madeira. 2019, Anais.. Montevideo, Uruguay: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/b8e9f47c-c301-44fd-a1ec-8f6c98542726/OK___trabalho%2002.pdf. Acesso em: 29 nov. 2025.

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      Dias, A. A., Trevisan, J. V. K., & Johanns, F. P. (2019). Influência do efeito de corda na resistência de parafusos na diração paralela às fibras da madeira. In Proceedings. Montevideo, Uruguay: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/b8e9f47c-c301-44fd-a1ec-8f6c98542726/OK___trabalho%2002.pdf

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      Dias AA, Trevisan JVK, Johanns FP. Influência do efeito de corda na resistência de parafusos na diração paralela às fibras da madeira [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/b8e9f47c-c301-44fd-a1ec-8f6c98542726/OK___trabalho%2002.pdf

    • Vancouver

      Dias AA, Trevisan JVK, Johanns FP. Influência do efeito de corda na resistência de parafusos na diração paralela às fibras da madeira [Internet]. Proceedings. 2019 ;[citado 2025 nov. 29 ] Available from: https://repositorio.usp.br/directbitstream/b8e9f47c-c301-44fd-a1ec-8f6c98542726/OK___trabalho%2002.pdf

  • Trabalho de evento

    A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections (2018)

    Siqueira, Tiago Morkis; Coda, Humberto Breves

    Source: Proceedings. Conference titles: International Conference on Computational Methods - ICCM. Unidade: EESC

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

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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. 2018, Anais.. Rome, Italy: Universitá Di Roma, 2018. . Acesso em: 29 nov. 2025.

    • APA

      Siqueira, T. M., & Coda, H. B. (2018). A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. In Proceedings. Rome, Italy: Universitá Di Roma.

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      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2025 nov. 29 ]

    • Vancouver

      Siqueira TM, Coda HB. A positional FEM mormulation applied to 2D dynamic nonlinear analysis of structures and mechanisms with improved frictional internal sliding connections. Proceedings. 2018 ;[citado 2025 nov. 29 ]

  • Trabalho de evento

    Analysis of the vertical load distribution between the structural masonry walls in a small scale model (2018)

    Correa, Marcio Roberto Silva; Silva, W. J.; Camacho, J. S.

    Source: Proceedings. Conference titles: Australasian Masonry Conference. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ESTRUTURAS

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      CORREA, Marcio Roberto Silva e SILVA, W. J. e CAMACHO, J. S. Analysis of the vertical load distribution between the structural masonry walls in a small scale model. 2018, Anais.. Newcastle, Australia: The University of Newcastle, 2018. . Acesso em: 29 nov. 2025.

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      Correa, M. R. S., Silva, W. J., & Camacho, J. S. (2018). Analysis of the vertical load distribution between the structural masonry walls in a small scale model. In Proceedings. Newcastle, Australia: The University of Newcastle.

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      Correa MRS, Silva WJ, Camacho JS. Analysis of the vertical load distribution between the structural masonry walls in a small scale model. Proceedings. 2018 ;[citado 2025 nov. 29 ]

    • Vancouver

      Correa MRS, Silva WJ, Camacho JS. Analysis of the vertical load distribution between the structural masonry walls in a small scale model. Proceedings. 2018 ;[citado 2025 nov. 29 ]

  • Trabalho de evento

    Sliding stability analysis of concrete dams based on reliability (2018)

    Pires, Kironi Oliveira ; Futai, Marcos Massao ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo

    Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC

    Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

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      PIRES, Kironi Oliveira et al. Sliding stability analysis of concrete dams based on reliability. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 29 nov. 2025.

    • APA

      Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.

    • NLM

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 nov. 29 ]

    • Vancouver

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 nov. 29 ]

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