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Filtros : "BECK, ANDRÉ TEÓFILO" "EESC" Removidos: "Acionamentos Elétricos" "COELHO, REGINALDO TEIXEIRA" "Malásia" "Caderno de Resumos" "Caderno de resumos" Limpar

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  • 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: 15 nov. 2024.

    • APA

      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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474

  • 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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      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411

  • 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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    • ABNT

      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861

  • 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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      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] 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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      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1

  • 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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    • ABNT

      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5

  • 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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: http://dx.doi.org/10.1201/9781003483755-332

  • Artigo de periodico

    Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)

    Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo

    Source: Engineering Structures. Unidade: EESC

    Subjects: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS

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      BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 15 nov. 2024.

    • APA

      Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115

    • NLM

      Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115

    • Vancouver

      Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115

  • 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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      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] 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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      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: 15 nov. 2024.

    • 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 2024 nov. 15 ] 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 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2024.109776

  • Artigo de periodico

    Structural safety, technical reliability, and optimal redundancy allocation in structural systems (2024)

    Beck, André Teófilo

    Source: Civil Engineering and Environmental Systems. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, TOMADA DE DECISÃO, RISCO, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo. Structural safety, technical reliability, and optimal redundancy allocation in structural systems. Civil Engineering and Environmental Systems, p. 1-15, 2024Tradução . . Disponível em: http://dx.doi.org/10.1080/10286608.2024.2402810. Acesso em: 15 nov. 2024.

    • APA

      Beck, A. T. (2024). Structural safety, technical reliability, and optimal redundancy allocation in structural systems. Civil Engineering and Environmental Systems, 1-15. doi:10.1080/10286608.2024.2402810

    • NLM

      Beck AT. Structural safety, technical reliability, and optimal redundancy allocation in structural systems [Internet]. Civil Engineering and Environmental Systems. 2024 ; 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1080/10286608.2024.2402810

    • Vancouver

      Beck AT. Structural safety, technical reliability, and optimal redundancy allocation in structural systems [Internet]. Civil Engineering and Environmental Systems. 2024 ; 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1080/10286608.2024.2402810

  • Artigo de periodico

    Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations (2024)

    Miguel, Leandro Fleck Fadel; Beck, André Teófilo

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: DISSIPADORES DE ENERGIA, CICLO DE VIDA, ESTRUTURAS, ESTRUTURAS

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      MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, v. 248, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2024.110172. Acesso em: 15 nov. 2024.

    • APA

      Miguel, L. F. F., & Beck, A. T. (2024). Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, 248, 1-11. doi:10.1016/j.ress.2024.110172

    • NLM

      Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172

    • Vancouver

      Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172

  • Artigo de periodico

    Comparison of risk-based robustness indices in progressive collapse analysis of building structures (2023)

    Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Costa, Luis Gustavo Lopes; Stewart, Mark G

    Source: Structures. Unidade: EESC

    Subjects: EDIFÍCIOS, PATOLOGIA DAS CONSTRUÇÕES, ESTRUTURAS

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      BECK, André Teófilo et al. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, v. 57, p. 1-15, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105295. Acesso em: 15 nov. 2024.

    • APA

      Beck, A. T., Ribeiro, L. da R., Costa, L. G. L., & Stewart, M. G. (2023). Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, 57, 1-15. doi:10.1016/j.istruc.2023.105295

    • NLM

      Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295

    • Vancouver

      Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295

  • Artigo de periodico

    A climatology-based wind speed map for NBR 6123 (2023)

    Souza, Acir Mércio Loredo; Pfeil, Michèle Schubert; Nascimento, Ernani de Lima; Riera, Jorge Daniel; Fisch, Gilberto Fernando; Beck, André Teófilo

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

    Subjects: CLIMATOLOGIA, VENTO, NORMAS TÉCNICAS, EDIFICAÇÕES, ESTRUTURAS

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      SOUZA, Acir Mércio Loredo et al. A climatology-based wind speed map for NBR 6123. Revista IBRACON de Estruturas e Materiais, v. 16, n. 4, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000400001. Acesso em: 15 nov. 2024.

    • APA

      Souza, A. M. L., Pfeil, M. S., Nascimento, E. de L., Riera, J. D., Fisch, G. F., & Beck, A. T. (2023). A climatology-based wind speed map for NBR 6123. Revista IBRACON de Estruturas e Materiais, 16( 4), 1-18. doi:10.1590/S1983-41952023000400001

    • NLM

      Souza AML, Pfeil MS, Nascimento E de L, Riera JD, Fisch GF, Beck AT. A climatology-based wind speed map for NBR 6123 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000400001

    • Vancouver

      Souza AML, Pfeil MS, Nascimento E de L, Riera JD, Fisch GF, Beck AT. A climatology-based wind speed map for NBR 6123 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 4): 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000400001

  • Artigo de periodico

    Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)

    Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo

    Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS

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      SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 15 nov. 2024.

    • APA

      Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384

    • NLM

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

    • Vancouver

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384

  • Artigo de periodico

    Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 (2023)

    Ribeiro, Igor José Santos ; Pessôa, José Renato de Castro ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo

    Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: MECÂNICA DA FRATURA, CISALHAMENTO, NORMAS TÉCNICAS, CONCRETO, ESTRUTURAS

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    • ABNT

      RIBEIRO, Igor José Santos et al. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300006. Acesso em: 15 nov. 2024.

    • APA

      Ribeiro, I. J. S., Pessôa, J. R. de C., Bittencourt, T. N., & Beck, A. T. (2023). Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300006

    • NLM

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006

    • Vancouver

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006

  • Artigo de periodico

    Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading (2023)

    Beck, André Teófilo ; Stewart, Mark G

    Source: Structures. Unidade: EESC

    Subjects: EDIFÍCIOS, EXPLOSÃO (CRIME), TERRORISMO, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e STEWART, Mark G. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, v. 57, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105103. Acesso em: 15 nov. 2024.

    • APA

      Beck, A. T., & Stewart, M. G. (2023). Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, 57, 1-20. doi:10.1016/j.istruc.2023.105103

    • NLM

      Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103

    • Vancouver

      Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103

  • Artigo de periodico

    Assessment of risk reduction strategies for terrorist attacks on structures (2023)

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

    Source: Structural Safety. Unidade: EESC

    Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS

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    • ABNT

      STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 104, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 15 nov. 2024.

    • APA

      Stewart, M. G., Thöns, S., & Beck, A. T. (2023). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 104, 1-11. doi:10.1016/j.strusafe.2023.102353

    • NLM

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353

    • Vancouver

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353

  • Parte de monografia/livro

    Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge (2023)

    Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Souza, E. F.

    Source: Life-Cycle of Structures and Infrastructure Systems. Conference titles: International Symposium on Life-Cycle Civil Engineering - IALCCE. Unidades: EESC, EP

    Subjects: ESTRUTURAS, FERROVIAS, ESTRUTURAS

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    • ABNT

      AMES, Isabela et al. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. Life-Cycle of Structures and Infrastructure Systems. Tradução . London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. p. 368-275. Disponível em: http://dx.doi.org/10.1201/9781003323020-30. Acesso em: 15 nov. 2024.

    • APA

      Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Souza, E. F. (2023). Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. In Life-Cycle of Structures and Infrastructure Systems (p. 368-275). London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003323020-30

    • NLM

      Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1201/9781003323020-30

    • Vancouver

      Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1201/9781003323020-30

  • Artigo de periodico

    Reliability-based design optimization of a concrete dam (2022)

    Torrico Siacara, Adrian ; Pellizzer, Giovanni Pais; Beck, André Teófilo ; Futai, Marcos Massao

    Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE CONCRETO, BARRAGENS, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      TORRICO SIACARA, Adrian et al. Reliability-based design optimization of a concrete dam. Revista IBRACON de Estruturas e Materiais, v. 15, n. 5, p. 1-20, 2022Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952022000500001. Acesso em: 15 nov. 2024.

    • APA

      Torrico Siacara, A., Pellizzer, G. P., Beck, A. T., & Futai, M. M. (2022). Reliability-based design optimization of a concrete dam. Revista IBRACON de Estruturas e Materiais, 15( 5), 1-20. doi:10.1590/S1983-41952022000500001

    • NLM

      Torrico Siacara A, Pellizzer GP, Beck AT, Futai MM. Reliability-based design optimization of a concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-20.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500001

    • Vancouver

      Torrico Siacara A, Pellizzer GP, Beck AT, Futai MM. Reliability-based design optimization of a concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-20.[citado 2024 nov. 15 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500001

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