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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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ABNT
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: 30 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. 30 ] 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. 30 ] Available from: https://repositorio.usp.br/directbitstream/365c8d2c-e74f-4051-b0cf-452059bc868c/PROD_27822_YSNO_3261836.pdf
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: 30 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. 30 ] 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. 30 ] 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: 30 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. 30 ] 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. 30 ] 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: 30 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. 30 ] 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. 30 ] 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: 30 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. 30 ] 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. 30 ] Available from: http://dx.doi.org/10.52202/069179-0402
Trabalho de evento
Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures (2023)
Simonetti, Hélio Luiz ; Almeida, Valério da Silva ; Almeida, Virgil Del Duca ; Azar, Sina Zhian; Leitão, Vitor Manuel Azevedo
Source: Proceedings. Conference titles: Ibero-Latin-American Congress on Computational Methods in Engineering - CLIAMCE 2023. Unidade: EP
Subjects: TOPOLOGIA, TERCEIRA DIMENSÃO, ESTRUTURAS, VIGAS
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ABNT
SIMONETTI, Hélio Luiz et al. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures. 2023, Anais.. Rio de Janeiro: ABMEC, 2023. Disponível em: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf. Acesso em: 30 nov. 2025.
APA
Simonetti, H. L., Almeida, V. da S., Almeida, V. D. D., Azar, S. Z., & Leitão, V. M. A. (2023). Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures. In Proceedings. Rio de Janeiro: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf
NLM
Simonetti HL, Almeida V da S, Almeida VDD, Azar SZ, Leitão VMA. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures [Internet]. Proceedings. 2023 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf
Vancouver
Simonetti HL, Almeida V da S, Almeida VDD, Azar SZ, Leitão VMA. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures [Internet]. Proceedings. 2023 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf
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: 30 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. 30 ] 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. 30 ] 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
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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ABNT
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: 30 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. 30 ] 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. 30 ] 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: 30 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. 30 ] 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. 30 ] Available from: https://repositorio.usp.br/directbitstream/a7049bbf-d72b-4e47-81a2-e6cfec2007e7/ACFrOgBPT0vvugsKCdmIQieBwNrPOFFsyJYnWTRdaE9W9VQWG3XouD4qGraagd7qdicMxx5hoOb8DU-if7gVDosHzDzF5wmEiiGaOvPSANT0g-BllE3MgPFsOKDTVFaIiF6k4U_f8N_c_mihGOsu.pdf
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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ABNT
EL DEBS, Mounir Khalil. A new alternative for transfer of compressive stresses in precast concrete connections. 2019, Anais.. Lausanne, Switzerland: FIB, 2019. . Acesso em: 30 nov. 2025.
APA
El Debs, M. K. (2019). A new alternative for transfer of compressive stresses in precast concrete connections. In Proceedings. Lausanne, Switzerland: FIB.
NLM
El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 nov. 30 ]
Vancouver
El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 nov. 30 ]
Trabalho de evento
Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures (2018)
Siqueira, Tiago Morkis; Coda, Humberto Breves
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. 2018, Anais.. [Belo Horizonte, MG]: ABMEC, 2018. . Acesso em: 30 nov. 2025.
APA
Siqueira, T. M., & Coda, H. B. (2018). Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Siqueira TM, Coda HB. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. Proceedings. 2018 ;[citado 2025 nov. 30 ]
Vancouver
Siqueira TM, Coda HB. Modelling of actuated 3D mechanisms by a dynamic geometric nonlinear FEM formulation with application in aerospace structures. Proceedings. 2018 ;[citado 2025 nov. 30 ]
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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ABNT
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: 30 nov. 2025.
APA
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.
NLM
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. 30 ]
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. 30 ]
Trabalho de evento
Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness (2018)
Domingues, Aline Bensi; El Debs, Mounir Khalil
Source: Proceedings. Conference titles: International FIB Congress. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, BUEIROS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DOMINGUES, Aline Bensi e EL DEBS, Mounir Khalil. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. 2018, Anais.. Melbourne, Australia: Concrete Institute of Australia, 2018. . Acesso em: 30 nov. 2025.
APA
Domingues, A. B., & El Debs, M. K. (2018). Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. In Proceedings. Melbourne, Australia: Concrete Institute of Australia.
NLM
Domingues AB, El Debs MK. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. Proceedings. 2018 ;[citado 2025 nov. 30 ]
Vancouver
Domingues AB, El Debs MK. Feasibility analysis of cross-section culvert composed of 3 radius circle with reduced wall thickness. Proceedings. 2018 ;[citado 2025 nov. 30 ]
Trabalho de evento
Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço (2017)
Florêncio, Luiz Augusto da Silva; Costa, Carina Maia Lins; Costa, Yuri Daniel Jatobá; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS, ESTACAS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
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ABNT
FLORÊNCIO, Luiz Augusto da Silva et al. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 30 nov. 2025.
APA
Florêncio, L. A. da S., Costa, C. M. L., Costa, Y. D. J., & Silva, J. L. da. (2017). Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2025 nov. 30 ]
Vancouver
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2025 nov. 30 ]
Trabalho de evento
Análise térmica de alvenaria estrutural em situação de incêndio: um estudo do gradiente térmico (2017)
Rodovalho, Francielle da Silva; Simões, Yagho de Souza; Correa, Marcio Roberto Silva
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, INCÊNDIO, CERÂMICA, ESTRUTURAS
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ABNT
RODOVALHO, Francielle da Silva e SIMÕES, Yagho de Souza e CORREA, Marcio Roberto Silva. Análise térmica de alvenaria estrutural em situação de incêndio: um estudo do gradiente térmico. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 30 nov. 2025.
APA
Rodovalho, F. da S., Simões, Y. de S., & Correa, M. R. S. (2017). Análise térmica de alvenaria estrutural em situação de incêndio: um estudo do gradiente térmico. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Rodovalho F da S, Simões Y de S, Correa MRS. Análise térmica de alvenaria estrutural em situação de incêndio: um estudo do gradiente térmico. Proceedings. 2017 ;[citado 2025 nov. 30 ]
Vancouver
Rodovalho F da S, Simões Y de S, Correa MRS. Análise térmica de alvenaria estrutural em situação de incêndio: um estudo do gradiente térmico. Proceedings. 2017 ;[citado 2025 nov. 30 ]
Trabalho de evento
Scaling the impact of a mass on plate using models of different materiais (2014)
Mazzariol, Leonardo Monteiro; Alves, Marcílio
Source: Proceedings. Conference titles: International Conference on Impact Structures-ICILLS 2014. Unidade: EP
Subjects: ESTRUTURAS, ANÁLISE NUMÉRICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MAZZARIOL, Leonardo Monteiro e ALVES, Marcílio. Scaling the impact of a mass on plate using models of different materiais. 2014, Anais.. Bristol: Iop Publishing, 2014. Disponível em: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf. Acesso em: 30 nov. 2025.
APA
Mazzariol, L. M., & Alves, M. (2014). Scaling the impact of a mass on plate using models of different materiais. In Proceedings. Bristol: Iop Publishing. Recuperado de https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
NLM
Mazzariol LM, Alves M. Scaling the impact of a mass on plate using models of different materiais [Internet]. Proceedings. 2014 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
Vancouver
Mazzariol LM, Alves M. Scaling the impact of a mass on plate using models of different materiais [Internet]. Proceedings. 2014 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/b003a9e9-e528-4680-9fd8-cf162c2650ab/AlvesM-2014-Scaling%20the%20impact%20of%20a%20mass%20on%20a%20plate%20using%20models%20ok.pdf
Trabalho de evento
Quantitative risk analysis of urban slopes: an application of subjective probability (1998)
Carvalho, Celso Santos; Hachich, Waldemar Coelho
Source: Proceedings. Conference titles: International Congress of the International Association for Engineering Geology and the Environment. Unidade: EP
Subjects: GEOLOGIA DE ENGENHARIA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARVALHO, Celso Santos e HACHICH, Waldemar Coelho. Quantitative risk analysis of urban slopes: an application of subjective probability. 1998, Anais.. Rotterdam: Balkema, 1998. Disponível em: https://repositorio.usp.br/directbitstream/adaefa18-50e1-4211-959a-a82862c7b73e/Hachich-1998-quantitative.pdf. Acesso em: 30 nov. 2025.
APA
Carvalho, C. S., & Hachich, W. C. (1998). Quantitative risk analysis of urban slopes: an application of subjective probability. In Proceedings. Rotterdam: Balkema. Recuperado de https://repositorio.usp.br/directbitstream/adaefa18-50e1-4211-959a-a82862c7b73e/Hachich-1998-quantitative.pdf
NLM
Carvalho CS, Hachich WC. Quantitative risk analysis of urban slopes: an application of subjective probability [Internet]. Proceedings. 1998 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/adaefa18-50e1-4211-959a-a82862c7b73e/Hachich-1998-quantitative.pdf
Vancouver
Carvalho CS, Hachich WC. Quantitative risk analysis of urban slopes: an application of subjective probability [Internet]. Proceedings. 1998 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/adaefa18-50e1-4211-959a-a82862c7b73e/Hachich-1998-quantitative.pdf
Trabalho de evento
An application of design of experiments concepts to the inspection planning of structures (1997)
Kawano, Alexandre
Source: Proceedings. Conference titles: International Offshore and Polar Engineering Conference. Unidade: EP
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KAWANO, Alexandre. An application of design of experiments concepts to the inspection planning of structures. 1997, Anais.. Golden: Isope, 1997. Disponível em: https://repositorio.usp.br/directbitstream/fea4f875-0c20-423c-8779-b99a65234c77/Kawano-1997-an%20application%20of%20design%20of%20experiments%20concepts.pdf. Acesso em: 30 nov. 2025.
APA
Kawano, A. (1997). An application of design of experiments concepts to the inspection planning of structures. In Proceedings. Golden: Isope. Recuperado de https://repositorio.usp.br/directbitstream/fea4f875-0c20-423c-8779-b99a65234c77/Kawano-1997-an%20application%20of%20design%20of%20experiments%20concepts.pdf
NLM
Kawano A. An application of design of experiments concepts to the inspection planning of structures [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/fea4f875-0c20-423c-8779-b99a65234c77/Kawano-1997-an%20application%20of%20design%20of%20experiments%20concepts.pdf
Vancouver
Kawano A. An application of design of experiments concepts to the inspection planning of structures [Internet]. Proceedings. 1997 ;[citado 2025 nov. 30 ] Available from: https://repositorio.usp.br/directbitstream/fea4f875-0c20-423c-8779-b99a65234c77/Kawano-1997-an%20application%20of%20design%20of%20experiments%20concepts.pdf
Trabalho de evento
Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending (1992)
Silva, Laércio Ferreira e
Source: Proceedings. Conference titles: Rilem International Symposium. Unidade: EESC
Subjects: ESTRUTURAS, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Laércio Ferreira e. Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending. 1992, Anais.. London: E and Fn Spon, 1992. . Acesso em: 30 nov. 2025.
APA
Silva, L. F. e. (1992). Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending. In Proceedings. London: E and Fn Spon.
NLM
Silva LF e. Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending. Proceedings. 1992 ;[citado 2025 nov. 30 ]
Vancouver
Silva LF e. Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending. Proceedings. 1992 ;[citado 2025 nov. 30 ]
Trabalho de evento
On the tangent stiffness matrix of a timoshenko beam element (1989)
Pimenta, Paulo de Mattos
Source: Proceedings. Conference titles: Pan American Congress of Applied Mechanics. Unidade: EP
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIMENTA, Paulo de Mattos. On the tangent stiffness matrix of a timoshenko beam element. 1989, Anais.. [S.l.]: Amer Acad Mechanics/Assoc Bras Ciencias Mecanicas, 1989. . Acesso em: 30 nov. 2025.
APA
Pimenta, P. de M. (1989). On the tangent stiffness matrix of a timoshenko beam element. In Proceedings. Amer Acad Mechanics/Assoc Bras Ciencias Mecanicas.
NLM
Pimenta P de M. On the tangent stiffness matrix of a timoshenko beam element. Proceedings. 1989 ;[citado 2025 nov. 30 ]
Vancouver
Pimenta P de M. On the tangent stiffness matrix of a timoshenko beam element. Proceedings. 1989 ;[citado 2025 nov. 30 ]

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