ReP USP - Resultado da busca

Trabalho de evento
Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling (2014)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Conference titles: International Masonry Conference - IMC. Unidade: EESC
Subjects: ENSAIOS DE COMPRESSÃO, ALVENARIA ARMADA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling. 2014, Anais.. Guimarães: University of Minho/IMS, 2014. . Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2014). Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling. In . Guimarães: University of Minho/IMS.
NLM
Haach VG, Vasconcelos G, Lourenço PJBB. Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling. 2014 ;[citado 2025 jun. 28 ]
Vancouver
Haach VG, Vasconcelos G, Lourenço PJBB. Study of the behaviour of reinforced masonry wallets subjected to diagonal compression through numerical modelling. 2014 ;[citado 2025 jun. 28 ]
Artigo de periodico
Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar (2014)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Source: Journal of Materials in Civil Engineering. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, ARGAMASSA ARMADA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar. Journal of Materials in Civil Engineering, v. 26, n. 10, p. 04014068(1-12), 2014Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000956. Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2014). Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar. Journal of Materials in Civil Engineering, 26( 10), 04014068(1-12). doi:10.1061/(ASCE)MT.1943-5533.0000956
NLM
Haach VG, Vasconcelos G, Lourenço PJBB. Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar [Internet]. Journal of Materials in Civil Engineering. 2014 ; 26( 10): 04014068(1-12).[citado 2025 jun. 28 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000956
Vancouver
Haach VG, Vasconcelos G, Lourenço PJBB. Assessment of compressive behavior of concrete masonry prisms partially filled by general mortar [Internet]. Journal of Materials in Civil Engineering. 2014 ; 26( 10): 04014068(1-12).[citado 2025 jun. 28 ] Available from: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000956
Artigo de periodico
Proposal of a design model for masonry walls subjected to in-plane loading (2013)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Source: Journal of Structural Engineering. Unidade: EESC
Subjects: PAREDES, ALVENARIA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, v. 139, n. 4, p. 537-547, 2013Tradução . . Disponível em: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636. Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2013). Proposal of a design model for masonry walls subjected to in-plane loading. Journal of Structural Engineering, 139( 4), 537-547. doi:10.1061/(ASCE)ST.1943-541X.0000636
NLM
Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
Vancouver
Haach VG, Vasconcelos G, Lourenço PJBB. Proposal of a design model for masonry walls subjected to in-plane loading [Internet]. Journal of Structural Engineering. 2013 ; 139( 4): 537-547.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000636
Trabalho de evento
Development of a new test for determination of tensile strength of concrete blocks (2013)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo José Brandão Barbosa
Source: Proceedings. Conference titles: Canadian Masonry Symposium - CMS. Unidade: EESC
Subjects: BLOCOS, CONCRETO, RESISTÊNCIA A TRAÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Development of a new test for determination of tensile strength of concrete blocks. 2013, Anais.. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. . Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2013). Development of a new test for determination of tensile strength of concrete blocks. In Proceedings. Vancouver: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Haach VG, Vasconcelos G, Lourenço PJBB. Development of a new test for determination of tensile strength of concrete blocks. Proceedings. 2013 ;[citado 2025 jun. 28 ]
Vancouver
Haach VG, Vasconcelos G, Lourenço PJBB. Development of a new test for determination of tensile strength of concrete blocks. Proceedings. 2013 ;[citado 2025 jun. 28 ]
Artigo de periodico
Parametrical study of masonry walls subjected to in-plane loading through numerical modeling (2011)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo Barbosa
Source: Engineering Structures. Unidade: EESC
Subjects: CISALHAMENTO, ALVENARIA ESTRUTURAL, ANÁLISE NUMÉRICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo Barbosa. Parametrical study of masonry walls subjected to in-plane loading through numerical modeling. Engineering Structures, v. 33, n. 4, p. 1377-1389, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2011.01.015. Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. B. (2011). Parametrical study of masonry walls subjected to in-plane loading through numerical modeling. Engineering Structures, 33( 4), 1377-1389. doi:10.1016/j.engstruct.2011.01.015
NLM
Haach VG, Vasconcelos G, Lourenço PB. Parametrical study of masonry walls subjected to in-plane loading through numerical modeling [Internet]. Engineering Structures. 2011 ; 33( 4): 1377-1389.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2011.01.015
Vancouver
Haach VG, Vasconcelos G, Lourenço PB. Parametrical study of masonry walls subjected to in-plane loading through numerical modeling [Internet]. Engineering Structures. 2011 ; 33( 4): 1377-1389.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2011.01.015
Artigo de periodico
Numerical analysis of concrete block masonry beams under three point bending (2011)
Haach, Vladimir Guilherme ; Vasconcelos, Graça; Lourenço, Paulo Barbosa
Source: Engineering Structures. Unidade: EESC
Subjects: ALVENARIA ESTRUTURAL, CISALHAMENTO, ANÁLISE NUMÉRICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo Barbosa. Numerical analysis of concrete block masonry beams under three point bending. Engineering Structures, v. 33, n. 12, p. 3226-3237, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2011.08.015. Acesso em: 28 jun. 2025.
APA
Haach, V. G., Vasconcelos, G., & Lourenço, P. B. (2011). Numerical analysis of concrete block masonry beams under three point bending. Engineering Structures, 33( 12), 3226-3237. doi:10.1016/j.engstruct.2011.08.015
NLM
Haach VG, Vasconcelos G, Lourenço PB. Numerical analysis of concrete block masonry beams under three point bending [Internet]. Engineering Structures. 2011 ; 33( 12): 3226-3237.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2011.08.015
Vancouver
Haach VG, Vasconcelos G, Lourenço PB. Numerical analysis of concrete block masonry beams under three point bending [Internet]. Engineering Structures. 2011 ; 33( 12): 3226-3237.[citado 2025 jun. 28 ] Available from: https://doi.org/10.1016/j.engstruct.2011.08.015

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