ReP USP - Resultado da busca

Trabalho de evento-resumo
Crystal structures and luminescent properties of bis(dibenzoylmethanate)nitratelanthanide(III) complexes (2025)
Moura, Jandeilson Lima; Gouveia, Adrihellen L; Arruda, Joaldo Garcia ; Santos, Paulo Roberto da Silva ; Faustino, Wagner de Mendonça ; Costa, Israel Ferreira da ; Brito, Hermi Felinto de ; Nather, Christian; Terraschke, Huayna ; Teotonio, Ercules Epaminondas de Sousa
Source: Proceedings. Conference titles: Brazilian Materials Research Society/B-MRS. Unidade: IQ
Subjects: ESTRUTURAS, LUMINESCÊNCIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MOURA, Jandeilson Lima et al. Crystal structures and luminescent properties of bis(dibenzoylmethanate)nitratelanthanide(III) complexes. 2025, Anais.. Rio de Janeiro: Sociedade Brasileira de Pesquisa em Materiais/SBPMat, 2025. Disponível em: https://www.sbpmat.org.br/23encontro/schedule/. Acesso em: 11 dez. 2025.
APA
Moura, J. L., Gouveia, A. L., Arruda, J. G., Santos, P. R. da S., Faustino, W. de M., Costa, I. F. da, et al. (2025). Crystal structures and luminescent properties of bis(dibenzoylmethanate)nitratelanthanide(III) complexes. In Proceedings. Rio de Janeiro: Sociedade Brasileira de Pesquisa em Materiais/SBPMat. Recuperado de https://www.sbpmat.org.br/23encontro/schedule/
NLM
Moura JL, Gouveia AL, Arruda JG, Santos PR da S, Faustino W de M, Costa IF da, Brito HF de, Nather C, Terraschke H, Teotonio EE de S. Crystal structures and luminescent properties of bis(dibenzoylmethanate)nitratelanthanide(III) complexes [Internet]. Proceedings. 2025 ;[citado 2025 dez. 11 ] Available from: https://www.sbpmat.org.br/23encontro/schedule/
Vancouver
Moura JL, Gouveia AL, Arruda JG, Santos PR da S, Faustino W de M, Costa IF da, Brito HF de, Nather C, Terraschke H, Teotonio EE de S. Crystal structures and luminescent properties of bis(dibenzoylmethanate)nitratelanthanide(III) complexes [Internet]. Proceedings. 2025 ;[citado 2025 dez. 11 ] Available from: https://www.sbpmat.org.br/23encontro/schedule/
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ]
Vancouver
El Debs MK. A new alternative for transfer of compressive stresses in precast concrete connections. Proceedings. 2019 ;[citado 2025 dez. 11 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ]
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 dez. 11 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ]
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 dez. 11 ]
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: 11 dez. 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 dez. 11 ]
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 dez. 11 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ]
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 dez. 11 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 11 dez. 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 dez. 11 ]
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 dez. 11 ]
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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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: 11 dez. 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 dez. 11 ] 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 dez. 11 ] 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: 11 dez. 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 dez. 11 ]
Vancouver
Silva LF e. Fibrous ferrocement: performance of crimped steel fiber ferrocement plates under bending. Proceedings. 1992 ;[citado 2025 dez. 11 ]

USP Schools

ReP

Filtros

Departament

Authors

USP affiliated authors

Date published

Subjects

Publisher

Conference titles

Countries/Territories

Funding Agencies

Non normalized affiliation

Countries of institutions of collaboration