Zobrazeno 1 - 10
of 28
pro vyhledávání: '"discontinuum analysis"'
Publikováno v:
Heritage, Vol 4, Iss 1, Pp 401-421 (2021)
The majority of architectural heritage consists of load-bearing masonry components made up of stone units and relatively weak mortar joints, yielding potential weak planes for masonry structures where tension and shear failures are expected to occur.
Externí odkaz:
https://doaj.org/article/11685bc8f0a6444dbdc2815ef5e0ba12
Publikováno v:
Analytical and Numerical Methods in Mining Engineering, Vol 8, Iss 17, Pp 1-18 (2019)
Slope stability analysis of jointed rocks has been the focus of many studies. The presence of joints and discontinuities in rock environments intensifies instability along with the development of block movements. Many analytical and numerical methods
Externí odkaz:
https://doaj.org/article/49eb518002374614b21f4cd232797689
Akademický článek
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Akademický článek
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Publikováno v:
Analytical and Numerical Methods in Mining Engineering, Vol 8, Iss 17, Pp 1-18 (2019)
Slope stability analysis of jointed rocks has been the focus of many studies. The presence of joints and discontinuities in rock environments intensifies instability along with the development of block movements. Many analytical and numerical methods
Publikováno v:
Heritage
Volume 4
Issue 1
Pages 25-421
Heritage, Vol 4, Iss 25, Pp 401-421 (2021)
Volume 4
Issue 1
Pages 25-421
Heritage, Vol 4, Iss 25, Pp 401-421 (2021)
The majority of architectural heritage consists of load-bearing masonry components made up of stone units and relatively weak mortar joints, yielding potential weak planes for masonry structures where tension and shear failures are expected to occur.
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Modelling—International Open Access Journal of Modelling in Engineering Science
Volume 1
Issue 2
Pages 6-93
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Modelling—International Open Access Journal of Modelling in Engineering Science
Volume 1
Issue 2
Pages 6-93
Nonhomogeneous material characteristics of masonry lead to complex fracture mechanisms, which require substantial analysis regarding the influence of masonry constituents. In this context, this study presents a discontinuum modeling strategy, based o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2d81710236abdadb3237f4524c51130
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This study proposes an alternative approach to modeling the failure mechanisms of brickwork assemblages under combined shear-compression, shear-tension (parallel to bed joints), and compression-flexural loadings using the discrete element method (DEM
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b20e7258127a3b180eb6ae566e29b42
Autor:
Sung-Oong Choi, Seung-Joong Lee
Publikováno v:
Sustainability, Vol 11, Iss 4, p 945 (2019)
Sustainability
Volume 11
Issue 4
Sustainability
Volume 11
Issue 4
This study describes a precise numerical analysis process by adopting the real image of mine openings obtained by light detection and ranging (LiDAR), which can produce a point cloud data by measuring the target surface numerically. The analysis targ
Publikováno v:
RILEM Bookseries ISBN: 9783319994406
The analysis of masonry arch bridges is still a challenge for engineers due to its complex and nonlinear behavior. In practice, structural behavior of masonry arch bridges is studied by following relatively simple methods, e.g. limit analysis, which
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9c19a39e87d42d4e9b57f0737e5ce2b8
https://doi.org/10.1007/978-3-319-99441-3_94
https://doi.org/10.1007/978-3-319-99441-3_94