ReP USP - Resultado da busca

Artigo de periodico
A particle-position-based finite element formulation for free-surface flows with topological changes (2024)
Avancini, Giovane; Franci, Alessandro; Idelsohn, Sergio; Sanches, Rodolfo André Kuche
Fonte: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, ESCOAMENTO, MECÂNICA DOS FLUÍDOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AVANCINI, Giovane et al. A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, v. 429, p. 1-26, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117118. Acesso em: 07 out. 2024.
APA
Avancini, G., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2024). A particle-position-based finite element formulation for free-surface flows with topological changes. Computer Methods in Applied Mechanics and Engineering, 429, 1-26. doi:10.1016/j.cma.2024.117118
NLM
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Vancouver
Avancini G, Franci A, Idelsohn S, Sanches RAK. A particle-position-based finite element formulation for free-surface flows with topological changes [Internet]. Computer Methods in Applied Mechanics and Engineering. 2024 ; 429 1-26.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117118
Artigo de periodico
Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC (2022)
Ribeiro, Paula de Oliveira; Krahl, Pablo Augusto; Carrazedo, Ricardo
Fonte: Composite Structures. Unidade: EESC
Assuntos: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO REFORÇADO COM FIBRAS, CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RIBEIRO, Paula de Oliveira e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, v. 280, p. 1-14, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.compstruct.2021.114933. Acesso em: 07 out. 2024.
APA
Ribeiro, P. de O., Krahl, P. A., & Carrazedo, R. (2022). Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC. Composite Structures, 280, 1-14. doi:10.1016/j.compstruct.2021.114933
NLM
Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2024 out. 07 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
Vancouver
Ribeiro P de O, Krahl PA, Carrazedo R. Calibration of group effect parameters through genetic algorithms for micromechanical modeling of UHPFRC [Internet]. Composite Structures. 2022 ; 280 1-14.[citado 2024 out. 07 ] Available from: http://dx.doi.org/10.1016/j.compstruct.2021.114933
Artigo de periodico
A methodology to evaluate corroded RC structures using a probabilistic damage approach (2022)
Coelho, Karolinne Oliveira; Leonel, Edson Denner ; Floréz-López, Julio
Fonte: Computers and Concrete. Unidade: EESC
Assuntos: CORROSÃO DOS MATERIAIS, MECÂNICA DO DANO, ANÁLISE ESTOCÁSTICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
COELHO, Karolinne Oliveira e LEONEL, Edson Denner e FLORÉZ-LÓPEZ, Julio. A methodology to evaluate corroded RC structures using a probabilistic damage approach. Computers and Concrete, v. 29, n. 1, p. 1-14, 2022Tradução . . Disponível em: https://dx.doi.org/10.12989/cac.2022.29.1.001. Acesso em: 07 out. 2024.
APA
Coelho, K. O., Leonel, E. D., & Floréz-López, J. (2022). A methodology to evaluate corroded RC structures using a probabilistic damage approach. Computers and Concrete, 29( 1), 1-14. doi:10.12989/cac.2022.29.1.001
NLM
Coelho KO, Leonel ED, Floréz-López J. A methodology to evaluate corroded RC structures using a probabilistic damage approach [Internet]. Computers and Concrete. 2022 ; 29( 1): 1-14.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.12989/cac.2022.29.1.001
Vancouver
Coelho KO, Leonel ED, Floréz-López J. A methodology to evaluate corroded RC structures using a probabilistic damage approach [Internet]. Computers and Concrete. 2022 ; 29( 1): 1-14.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.12989/cac.2022.29.1.001
Artigo de periodico
Updated design wind map for Brazil and impacts on the reliability of built structures (2021)
Pires, Anderson Vinha; Andrade, Sarah da Silva; Matias, Danilo Lima; Silva, Débora Maia; Santos, Thiago Dias dos; Vieira Junior, Luiz Carlos Marcos; Beck, André Teófilo
Fonte: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. Unidade: EESC
Assuntos: ESTRUTURAS, VENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIRES, Anderson Vinha et al. Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, v. 7, n. 4, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1061/AJRUA6.0001183. Acesso em: 07 out. 2024.
APA
Pires, A. V., Andrade, S. da S., Matias, D. L., Silva, D. M., Santos, T. D. dos, Vieira Junior, L. C. M., & Beck, A. T. (2021). Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, 7( 4), 1-16. doi:10.1061/AJRUA6.0001183
NLM
Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2024 out. 07 ] Available from: https://doi.org/10.1061/AJRUA6.0001183
Vancouver
Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2024 out. 07 ] Available from: https://doi.org/10.1061/AJRUA6.0001183
Artigo de periodico
Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Genikomsou, Aikaterini S.; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Fonte: Engineering Structures. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 07 out. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 07 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 07 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Artigo de periodico
Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution (2020)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Carrazedo, Ricardo
Fonte: Journal of Materials in Civil Engineering. Unidade: EESC
Assuntos: CONCRETO REFORÇADO COM FIBRAS, DANO, ACÚSTICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GIDRÃO, Gustavo de Miranda Saleme e KRAHL, Pablo Augusto e CARRAZEDO, Ricardo. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution. Journal of Materials in Civil Engineering, v. 32, n. 12, p. 1-16, 2020Tradução . . Disponível em: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407. Acesso em: 07 out. 2024.
APA
Gidrão, G. de M. S., Krahl, P. A., & Carrazedo, R. (2020). Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution. Journal of Materials in Civil Engineering, 32( 12), 1-16. doi:10.1061/(ASCE)MT.1943-5533.0003407
NLM
Gidrão G de MS, Krahl PA, Carrazedo R. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution [Internet]. Journal of Materials in Civil Engineering. 2020 ; 32( 12): 1-16.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407
Vancouver
Gidrão G de MS, Krahl PA, Carrazedo R. Internal damping ratio of ultrahigh-performance fiber-reinforced concrete considering the effect of fiber content and damage evolution [Internet]. Journal of Materials in Civil Engineering. 2020 ; 32( 12): 1-16.[citado 2024 out. 07 ] Available from: https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0003407
Trabalho de evento
Residual strength of UHPC exposed do sulfate and chloride attack (2020)
Domingues, Aline Bensi; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Fonte: Proceedings. Nome do evento: 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: 07 out. 2024.
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 2024 out. 07 ] 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 2024 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/498a991a-7d3a-44ac-a819-f7801a166527/B8_01_removed.pdf
Parte de monografia/livro
Durability and service life prediction of reinforced concrete frames subjected to chloride corrosion and mechanical loading (2020)
Brant, Carlos Alberto Caldeira; Coelho, Karolinne Oliveira; Possan, Edna; Leonel, Edson Denner ; Floréz-López, Julio
Fonte: Building Pathology, Durability and Service Life. Unidade: EESC
Assuntos: CONCRETO ARMADO, CORROSÃO DOS MATERIAIS, CLORETO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BRANT, Carlos Alberto Caldeira et al. Durability and service life prediction of reinforced concrete frames subjected to chloride corrosion and mechanical loading. Building Pathology, Durability and Service Life. Tradução . Cham, Switzerland: Springer, 2020. p. 161 . Disponível em: https://doi.org/10.1007/978-3-030-47302-0_1. Acesso em: 07 out. 2024.
APA
Brant, C. A. C., Coelho, K. O., Possan, E., Leonel, E. D., & Floréz-López, J. (2020). Durability and service life prediction of reinforced concrete frames subjected to chloride corrosion and mechanical loading. In Building Pathology, Durability and Service Life (p. 161 ). Cham, Switzerland: Springer. doi:10.1007/978-3-030-47302-0_1
NLM
Brant CAC, Coelho KO, Possan E, Leonel ED, Floréz-López J. Durability and service life prediction of reinforced concrete frames subjected to chloride corrosion and mechanical loading [Internet]. In: Building Pathology, Durability and Service Life. Cham, Switzerland: Springer; 2020. p. 161 .[citado 2024 out. 07 ] Available from: https://doi.org/10.1007/978-3-030-47302-0_1
Vancouver
Brant CAC, Coelho KO, Possan E, Leonel ED, Floréz-López J. Durability and service life prediction of reinforced concrete frames subjected to chloride corrosion and mechanical loading [Internet]. In: Building Pathology, Durability and Service Life. Cham, Switzerland: Springer; 2020. p. 161 .[citado 2024 out. 07 ] Available from: https://doi.org/10.1007/978-3-030-47302-0_1
Artigo de periodico
Evaluación de propiedades físicas y mecánicas de tableros OSB utilizando técnica de ensayo no destructiva (2007)
Morales, Elen Aparecida Martines; Lahr, Francisco Antonio Rocco ; Nascimento, Maria Fátima do; Gonçalves, Raquel
Fonte: Información Tecnológica. Unidades: EESC, ENG DE MATERIAIS
Assuntos: ENSAIOS NÃO DESTRUTIVOS, MADEIRA, ULTRASSOM, CONTROLE DA QUALIDADE, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MORALES, Elen Aparecida Martines et al. Evaluación de propiedades físicas y mecánicas de tableros OSB utilizando técnica de ensayo no destructiva. Información Tecnológica, v. 18, n. 3, p. 89-94, 2007Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/96047b10-7b09-468c-9793-1e8d1949e9b5/OK___444.pdf. Acesso em: 07 out. 2024.
APA
Morales, E. A. M., Lahr, F. A. R., Nascimento, M. F. do, & Gonçalves, R. (2007). Evaluación de propiedades físicas y mecánicas de tableros OSB utilizando técnica de ensayo no destructiva. Información Tecnológica, 18( 3), 89-94. Recuperado de https://repositorio.usp.br/directbitstream/96047b10-7b09-468c-9793-1e8d1949e9b5/OK___444.pdf
NLM
Morales EAM, Lahr FAR, Nascimento MF do, Gonçalves R. Evaluación de propiedades físicas y mecánicas de tableros OSB utilizando técnica de ensayo no destructiva [Internet]. Información Tecnológica. 2007 ; 18( 3): 89-94.[citado 2024 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/96047b10-7b09-468c-9793-1e8d1949e9b5/OK___444.pdf
Vancouver
Morales EAM, Lahr FAR, Nascimento MF do, Gonçalves R. Evaluación de propiedades físicas y mecánicas de tableros OSB utilizando técnica de ensayo no destructiva [Internet]. Información Tecnológica. 2007 ; 18( 3): 89-94.[citado 2024 out. 07 ] Available from: https://repositorio.usp.br/directbitstream/96047b10-7b09-468c-9793-1e8d1949e9b5/OK___444.pdf

Unidades USP

ReP

Filtros

Autores

Autores USP

Assuntos

Título da fonte

País de publicação

Indexado em

Afiliação dos autores externos não normalizada