Source: Canadian Journal of Civil Engineering. Unidade: EESC
Subjects: PAREDES, ALVENARIA ARMADA, MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO (RESISTÊNCIA)
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CAPUZZO NETO, Valentim e CORRÊA, Márcio Roberto Silva e RAMALHO, Marcio Antonio. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, v. 35, n. 6, p. 567-573, 2008Tradução . . Disponível em: https://doi.org/10.1139/l07-139. Acesso em: 15 nov. 2024.APA
Capuzzo Neto, V., Corrêa, M. R. S., & Ramalho, M. A. (2008). Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls. Canadian Journal of Civil Engineering, 35( 6), 567-573. doi:10.1139/l07-139NLM
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l07-139Vancouver
Capuzzo Neto V, Corrêa MRS, Ramalho MA. Proposal of a test specimen to evaluate the shear strength of vertical interfaces of running bond masonry walls [Internet]. Canadian Journal of Civil Engineering. 2008 ; 35( 6): 567-573.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1139/l07-139
