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Filtros : "BECK, ANDRÉ TEÓFILO" Limpar

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  • 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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      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: 26 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. 26 ] 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. 26 ] 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

  • Artigo de periodico

    Damage-based fragility analysis of steel tubular-truss structures in harsh environments (2025)

    Montilla, Scarlet K. ; Bosse, Rúbia Mara ; Lian, Ming Tang; Gidrão, Gustavo de Miranda Saleme; Yongtao, Bai; Picón, Ricardo A; Beck, André Teófilo ; Floréz-López, Julio

    Source: International Journal of Mechanical Sciences. Unidade: EESC

    Subjects: ESTRUTURAS, TRELIÇAS, CORROSÃO

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      MONTILLA, Scarlet K. et al. Damage-based fragility analysis of steel tubular-truss structures in harsh environments. International Journal of Mechanical Sciences, v. 304, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688. Acesso em: 26 nov. 2025.

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      Montilla, S. K., Bosse, R. M., Lian, M. T., Gidrão, G. de M. S., Yongtao, B., Picón, R. A., et al. (2025). Damage-based fragility analysis of steel tubular-truss structures in harsh environments. International Journal of Mechanical Sciences, 304, 1-19. doi:10.1016/j.ijmecsci.2025.110688

    • NLM

      Montilla SK, Bosse RM, Lian MT, Gidrão G de MS, Yongtao B, Picón RA, Beck AT, Floréz-López J. Damage-based fragility analysis of steel tubular-truss structures in harsh environments [Internet]. International Journal of Mechanical Sciences. 2025 ; 304 1-19.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688

    • Vancouver

      Montilla SK, Bosse RM, Lian MT, Gidrão G de MS, Yongtao B, Picón RA, Beck AT, Floréz-López J. Damage-based fragility analysis of steel tubular-truss structures in harsh environments [Internet]. International Journal of Mechanical Sciences. 2025 ; 304 1-19.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688

  • Artigo de periodico

    PBWD optimization of low- to medium-rise steel buildings using pushover analysis (2025)

    Roman, Rafael R ; Miguel, Leandro Fleck Fadel ; Lopez, Rafael Holdorf; Beck, André Teófilo

    Source: Journal of Constructional Steel Research. Unidade: EESC

    Assunto: ESTRUTURAS

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      ROMAN, Rafael R et al. PBWD optimization of low- to medium-rise steel buildings using pushover analysis. Journal of Constructional Steel Research, v. 236, p. 1-15, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.jcsr.2025.109979. Acesso em: 26 nov. 2025.

    • APA

      Roman, R. R., Miguel, L. F. F., Lopez, R. H., & Beck, A. T. (2025). PBWD optimization of low- to medium-rise steel buildings using pushover analysis. Journal of Constructional Steel Research, 236, 1-15. doi:10.1016/j.jcsr.2025.109979

    • NLM

      Roman RR, Miguel LFF, Lopez RH, Beck AT. PBWD optimization of low- to medium-rise steel buildings using pushover analysis [Internet]. Journal of Constructional Steel Research. 2025 ; 236 1-15.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.jcsr.2025.109979

    • Vancouver

      Roman RR, Miguel LFF, Lopez RH, Beck AT. PBWD optimization of low- to medium-rise steel buildings using pushover analysis [Internet]. Journal of Constructional Steel Research. 2025 ; 236 1-15.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.jcsr.2025.109979

  • Artigo de periodico

    Assessment of risk reduction strategies for terrorist attacks on structures (2025)

    Stewart, Mark G; Thöns, Sebastian; Beck, André Teófilo

    Source: Structural Safety. Unidade: EESC

    Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS

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      STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102381. Acesso em: 26 nov. 2025.

    • APA

      Stewart, M. G., Thöns, S., & Beck, A. T. (2025). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 113. doi:10.1016/j.strusafe.2023.102381

    • NLM

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381

    • Vancouver

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381

  • Artigo de periodico

    Risk-based optimization of inspection strategies for the life cycle managementof bridges subjected to damage accumulation and stochastic load effects (2025)

    Ames, Isabela; Beck, André Teófilo ; Ribeiro, Diogo; Bittencourt, Túlio Nogueira

    Source: Structure and Infrastructure Engineering. Unidades: EESC, EP

    Subjects: PONTES, CICLO DE VIDA, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      AMES, Isabela et al. Risk-based optimization of inspection strategies for the life cycle managementof bridges subjected to damage accumulation and stochastic load effects. Structure and Infrastructure Engineering, p. 1-18, 2025Tradução . . Disponível em: http://dx.doi.org/10.1080/15732479.2025.2529474. Acesso em: 26 nov. 2025.

    • APA

      Ames, I., Beck, A. T., Ribeiro, D., & Bittencourt, T. N. (2025). Risk-based optimization of inspection strategies for the life cycle managementof bridges subjected to damage accumulation and stochastic load effects. Structure and Infrastructure Engineering, 1-18. doi:10.1080/15732479.2025.2529474

    • NLM

      Ames I, Beck AT, Ribeiro D, Bittencourt TN. Risk-based optimization of inspection strategies for the life cycle managementof bridges subjected to damage accumulation and stochastic load effects [Internet]. Structure and Infrastructure Engineering. 2025 ; 1-18.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1080/15732479.2025.2529474

    • Vancouver

      Ames I, Beck AT, Ribeiro D, Bittencourt TN. Risk-based optimization of inspection strategies for the life cycle managementof bridges subjected to damage accumulation and stochastic load effects [Internet]. Structure and Infrastructure Engineering. 2025 ; 1-18.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1080/15732479.2025.2529474

  • Artigo de periodico

    Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames (2025)

    Ribeiro, Lucas da Rosa ; Silva, Lucas Araújo Rodrigues da ; Beck, André Teófilo ; Parisi, Fulvio

    Source: Journal of Building Engineering. Unidade: EESC

    Subjects: EDIFÍCIOS, ESTRUTURAS DE CONCRETO ARMADO, CONCRETO ARMADO, ROBUSTEZ

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      RIBEIRO, Lucas da Rosa et al. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames. Journal of Building Engineering, v. 112, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.jobe.2025.113713. Acesso em: 26 nov. 2025.

    • APA

      Ribeiro, L. da R., Silva, L. A. R. da, Beck, A. T., & Parisi, F. (2025). Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames. Journal of Building Engineering, 112, 1-28. doi:10.1016/j.jobe.2025.113713

    • NLM

      Ribeiro L da R, Silva LAR da, Beck AT, Parisi F. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames [Internet]. Journal of Building Engineering. 2025 ; 112 1-28.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.jobe.2025.113713

    • Vancouver

      Ribeiro L da R, Silva LAR da, Beck AT, Parisi F. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames [Internet]. Journal of Building Engineering. 2025 ; 112 1-28.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.jobe.2025.113713

  • Artigo de periodico

    Optimal redundancy allocation and quality control in structural systems (2025)

    Beck, André Teófilo ; Silva, Lucas Araújo Rodrigues da; Costa, Luis Gustavo Lopes da; Köhler, Jochen

    Source: Structural Safety. Unidade: EESC

    Subjects: APRENDIZAGEM PROFUNDA, REDES NEURAIS, DRENAGEM URBANA, ESTRUTURAS

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      BECK, André Teófilo et al. Optimal redundancy allocation and quality control in structural systems. Structural Safety, v. 116, p. 1-17, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2025.102603. Acesso em: 26 nov. 2025.

    • APA

      Beck, A. T., Silva, L. A. R. da, Costa, L. G. L. da, & Köhler, J. (2025). Optimal redundancy allocation and quality control in structural systems. Structural Safety, 116, 1-17. doi:10.1016/j.strusafe.2025.102603

    • NLM

      Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603

    • Vancouver

      Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603

  • Artigo de periodico

    Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section (2025)

    Ribeiro, Lucas da Rosa; Macedo, Felipe Costa ; Beck, André Teófilo ; Parisi, Fulvio

    Source: Engineering Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      RIBEIRO, Lucas da Rosa et al. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, v. 342, p. 1-20, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.120905. Acesso em: 26 nov. 2025.

    • APA

      Ribeiro, L. da R., Macedo, F. C., Beck, A. T., & Parisi, F. (2025). Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, 342, 1-20. doi:10.1016/j.engstruct.2025.120905

    • NLM

      Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905

    • Vancouver

      Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905

  • Artigo de periodico

    Improving life-cycle safety modelling: a festschrift for Rob Melchers (2025)

    Beck, André Teófilo ; Stewart, Mark G; Val, Dimitri V.; Chaves, Igor A.

    Source: Civil Engineering and Environmental Systems. Unidade: EESC

    Assunto: ESTRUTURAS

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      BECK, André Teófilo et al. Improving life-cycle safety modelling: a festschrift for Rob Melchers. Civil Engineering and Environmental Systems, v. 42, n. 2, p. 73-75, 2025Tradução . . Disponível em: http://dx.doi.org/10.1080/10286608.2025.2534637. Acesso em: 26 nov. 2025.

    • APA

      Beck, A. T., Stewart, M. G., Val, D. V., & Chaves, I. A. (2025). Improving life-cycle safety modelling: a festschrift for Rob Melchers. Civil Engineering and Environmental Systems, 42( 2), 73-75. doi:10.1080/10286608.2025.2534637

    • NLM

      Beck AT, Stewart MG, Val DV, Chaves IA. Improving life-cycle safety modelling: a festschrift for Rob Melchers [Internet]. Civil Engineering and Environmental Systems. 2025 ; 42( 2): 73-75.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1080/10286608.2025.2534637

    • Vancouver

      Beck AT, Stewart MG, Val DV, Chaves IA. Improving life-cycle safety modelling: a festschrift for Rob Melchers [Internet]. Civil Engineering and Environmental Systems. 2025 ; 42( 2): 73-75.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1080/10286608.2025.2534637

  • Artigo de periodico

    Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse (2025)

    Mattos, Luiz Eduardo Gonçalves de ; Carneiro, José Caio Couto Bezerra ; Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      MATTOS, Luiz Eduardo Gonçalves de e CARNEIRO, José Caio Couto Bezerra e BECK, André Teófilo. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse. Engineering Structures, v. 332, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.119983. Acesso em: 26 nov. 2025.

    • APA

      Mattos, L. E. G. de, Carneiro, J. C. C. B., & Beck, A. T. (2025). Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse. Engineering Structures, 332, 1-19. doi:10.1016/j.engstruct.2025.119983

    • NLM

      Mattos LEG de, Carneiro JCCB, Beck AT. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse [Internet]. Engineering Structures. 2025 ; 332 1-19.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.119983

    • Vancouver

      Mattos LEG de, Carneiro JCCB, Beck AT. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse [Internet]. Engineering Structures. 2025 ; 332 1-19.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.119983

  • Artigo de periodico

    Interpretation of probability in structural safety: a philosophical conundrum (2025)

    Vrouwenvelder, Ton; Beck, André Teófilo ; Proske, Dirk; Faber, Michael; Köhler, Jochen; Schubert, Matthias; Straub, Daniel; Teichgräber, Max

    Source: Structural Safety. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, PROBABILIDADE

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      VROUWENVELDER, Ton et al. Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, v. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102473. Acesso em: 26 nov. 2025.

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      Vrouwenvelder, T., Beck, A. T., Proske, D., Faber, M., Köhler, J., Schubert, M., et al. (2025). Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, 113. doi:10.1016/j.strusafe.2024.102473

    • NLM

      Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473

    • Vancouver

      Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473

  • Artigo de periodico

    Development of methods of structural reliability (2024)

    Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno

    Source: Structural Safety. Unidade: EESC

    Assunto: ESTRUTURAS

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      ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 26 nov. 2025.

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      Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474

    • NLM

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

    • Vancouver

      Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

  • Artigo de periodico

    Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)

    Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

    Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS

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      MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 26 nov. 2025.

    • APA

      Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861

    • NLM

      Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

    • Vancouver

      Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

  • Artigo de periodico

    Impact of random field simulations on FEM-based earth slope reliability (2024)

    Torrico Siacara, Adrian ; Beck, André Teófilo ; Ji, J.

    Source: Geotechnical and Geological Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO, TALUDES, ESTRUTURAS

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      TORRICO SIACARA, Adrian e BECK, André Teófilo e JI, J. Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, p. 1-19, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s10706-024-02956-5. Acesso em: 26 nov. 2025.

    • APA

      Torrico Siacara, A., Beck, A. T., & Ji, J. (2024). Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, 1-19. doi:10.1007/s10706-024-02956-5

    • NLM

      Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5

    • Vancouver

      Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5

  • Artigo de periodico

    Probabilistic evaluation of design live loads for Brazilian lightduty vehicle parking garages (2024)

    Costa, Luis Gustavo Lopes; Beck, André Teófilo

    Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: CONSTRUÇÃO CIVIL, CARGA, SUSTENTABILIDADE, GARAGEM (DEPENDÊNCIA DA HABITAÇÃO), ESTRUTURAS

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    • ABNT

      COSTA, Luis Gustavo Lopes e BECK, André Teófilo. Probabilistic evaluation of design live loads for Brazilian lightduty vehicle parking garages. Revista IBRACON de Estruturas e Materiais, v. 17, n. 2, p. 1-22, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952024000200009. Acesso em: 26 nov. 2025.

    • APA

      Costa, L. G. L., & Beck, A. T. (2024). Probabilistic evaluation of design live loads for Brazilian lightduty vehicle parking garages. Revista IBRACON de Estruturas e Materiais, 17( 2), 1-22. doi:10.1590/S1983-41952024000200009

    • NLM

      Costa LGL, Beck AT. Probabilistic evaluation of design live loads for Brazilian lightduty vehicle parking garages [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 2): 1-22.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1590/S1983-41952024000200009

    • Vancouver

      Costa LGL, Beck AT. Probabilistic evaluation of design live loads for Brazilian lightduty vehicle parking garages [Internet]. Revista IBRACON de Estruturas e Materiais. 2024 ; 17( 2): 1-22.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1590/S1983-41952024000200009

  • Artigo de periodico

    Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure (2024)

    Torrico Siacara, Adrian ; Xiangfeng, Guo; Beck, André Teófilo

    Source: Computers and Geotechnics. Unidades: EESC, EP

    Subjects: ESTRUTURAS, FUNDAÇÕES (ENGENHARIA), ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian e XIANGFENG, Guo e BECK, André Teófilo. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, v. 175, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.compgeo.2024.106659. Acesso em: 26 nov. 2025.

    • APA

      Torrico Siacara, A., Xiangfeng, G., & Beck, A. T. (2024). Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure. Computers and Geotechnics, 175. doi:10.1016/j.compgeo.2024.106659

    • NLM

      Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659

    • Vancouver

      Torrico Siacara A, Xiangfeng G, Beck AT. Probabilistic analysis of shallow foundation on earth slope using an active learning surrogate-centered procedure [Internet]. Computers and Geotechnics. 2024 ; 175[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1016/j.compgeo.2024.106659

  • Artigo de periodico

    Reliability analysis of an earth dam under rainfall effects (2024)

    Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao

    Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 26 nov. 2025.

    • APA

      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1

    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1

    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2025 nov. 26 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1

  • Artigo de periodico

    A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)

    Costa, Luis Gustavo Lopes; Beck, André Teófilo

    Source: Structural Safety. Unidade: EESC

    Subjects: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS

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    • ABNT

      COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 26 nov. 2025.

    • APA

      Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411

    • NLM

      Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

    • Vancouver

      Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

  • Artigo de periodico

    Optimal design of non-linear truss structures considering progressive collapse (2024)

    Felipe, Túlio Raunyr Cândido; Beck, André Teófilo

    Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: TRELIÇAS, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, v. 21, n. 7, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257812. Acesso em: 26 nov. 2025.

    • APA

      Felipe, T. R. C., & Beck, A. T. (2024). Optimal design of non-linear truss structures considering progressive collapse. Latin American Journal of Solids and Structures, 21( 7), 1-15. doi:10.1590/1679-78257812

    • NLM

      Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1590/1679-78257812

    • Vancouver

      Felipe TRC, Beck AT. Optimal design of non-linear truss structures considering progressive collapse [Internet]. Latin American Journal of Solids and Structures. 2024 ; 21( 7): 1-15.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1590/1679-78257812

  • Artigo de periodico

    Fragility analysis of tubular structures based on local-buckling driving variables (2024)

    Montilla, Scarlet K.; Bosse, Rúbia Mara; Gidrão, Gustavo M. S.; Beck, André Teófilo ; Picón, Ricardo A.; JiePeng, Liu; Yongtao, Bai; Florez Lopez, Julio

    Source: International Journal of Mechanical Sciences. Unidade: EESC

    Subjects: ESTRUTURAS TUBULARES, MECÂNICA DO DANO, SISMOLOGIA, ESTRUTURAS

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    • ABNT

      MONTILLA, Scarlet K. et al. Fragility analysis of tubular structures based on local-buckling driving variables. International Journal of Mechanical Sciences, v. 284, p. 1-22, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijmecsci.2024.109776. Acesso em: 26 nov. 2025.

    • APA

      Montilla, S. K., Bosse, R. M., Gidrão, G. M. S., Beck, A. T., Picón, R. A., JiePeng, L., et al. (2024). Fragility analysis of tubular structures based on local-buckling driving variables. International Journal of Mechanical Sciences, 284, 1-22. doi:10.1016/j.ijmecsci.2024.109776

    • NLM

      Montilla SK, Bosse RM, Gidrão GMS, Beck AT, Picón RA, JiePeng L, Yongtao B, Florez Lopez J. Fragility analysis of tubular structures based on local-buckling driving variables [Internet]. International Journal of Mechanical Sciences. 2024 ; 284 1-22.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2024.109776

    • Vancouver

      Montilla SK, Bosse RM, Gidrão GMS, Beck AT, Picón RA, JiePeng L, Yongtao B, Florez Lopez J. Fragility analysis of tubular structures based on local-buckling driving variables [Internet]. International Journal of Mechanical Sciences. 2024 ; 284 1-22.[citado 2025 nov. 26 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2024.109776

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