Modeling of Structural Masonry Palabras
Masonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The...
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| Formato: | Parte de libro acceptedVersion |
| Lenguaje: | Inglés |
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Amjad Almusaed and Asaad Almssad
2024
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| Acceso en línea: | http://hdl.handle.net/20.500.12272/11289 http://dx.doi.org/10.5772/intechopen.108155 |
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I68-R174-20.500.12272-11289 |
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I68-R174-20.500.12272-112892024-08-09T12:56:07Z Modeling of Structural Masonry Palabras González del Solar, Gerardo Domizio, María Martín, Pablo Maldonado, Noemí Masonry modeling, Earthquake, Thickness, Simulation, FEM Masonry is a composite material, and its behavior shows that its weaknesses lie in the minimum resistance of its components and the characteristics of the interfaces between them. Ceramic brick masonry has technological characteristics that make it suitable for housing and building functions. The bricks, of reduced dimensions and joined with mortars of variable characteristics, have the advantage of adapting to almost all construction projects considering the influence of the environment on their service life. The investigation of the structural behavior of masonry has had very significant advances in the laboratory during the last mid-century, which has allowed numerical modeling of the behavior of the material and validation of failure modes under seismic actions. The behavior of heritage masonry with thick walls differs greatly from simple masonry using conventional techniques and materials. These differences in behavior have only been confirmed through numerical simulation contrasted with experimental research. This chapter presents the numerical modeling used for simple and confined masonry with reinforced concrete and for very thick heritage masonry, using the finite element method validated with full-scale laboratory experiences. Universidad Tecnológica Nacional. Facultad Regional Mendoza, Argentina Peer Reviewed 2024-08-09T12:56:07Z 2024-08-09T12:56:07Z 2023-01-01 info:eu-repo/semantics/bookPart acceptedVersion http://hdl.handle.net/20.500.12272/11289 http://dx.doi.org/10.5772/intechopen.108155 eng openAccess http://creativecommons.org/publicdomain/zero/1.0/ CC0 1.0 Universal Universidad Tecnológica Nacional. Facultad Regional Mendoza CC BY (Autoría) CC BY-NC (Autoría – No Comercial) pdf Amjad Almusaed and Asaad Almssad |
| institution |
Universidad Tecnológica Nacional |
| institution_str |
I-68 |
| repository_str |
R-174 |
| collection |
RIA - Repositorio Institucional Abierto (UTN) |
| language |
Inglés |
| topic |
Masonry modeling, Earthquake, Thickness, Simulation, FEM |
| spellingShingle |
Masonry modeling, Earthquake, Thickness, Simulation, FEM González del Solar, Gerardo Domizio, María Martín, Pablo Maldonado, Noemí Modeling of Structural Masonry Palabras |
| topic_facet |
Masonry modeling, Earthquake, Thickness, Simulation, FEM |
| description |
Masonry is a composite material, and its behavior shows that its weaknesses lie in
the minimum resistance of its components and the characteristics of the interfaces
between them. Ceramic brick masonry has technological characteristics that make
it suitable for housing and building functions. The bricks, of reduced dimensions
and joined with mortars of variable characteristics, have the advantage of adapting
to almost all construction projects considering the influence of the environment on
their service life. The investigation of the structural behavior of masonry has had very
significant advances in the laboratory during the last mid-century, which has allowed
numerical modeling of the behavior of the material and validation of failure modes
under seismic actions. The behavior of heritage masonry with thick walls differs
greatly from simple masonry using conventional techniques and materials. These
differences in behavior have only been confirmed through numerical simulation
contrasted with experimental research. This chapter presents the numerical modeling
used for simple and confined masonry with reinforced concrete and for very thick
heritage masonry, using the finite element method validated with full-scale laboratory experiences. |
| format |
Parte de libro acceptedVersion |
| author |
González del Solar, Gerardo Domizio, María Martín, Pablo Maldonado, Noemí |
| author_facet |
González del Solar, Gerardo Domizio, María Martín, Pablo Maldonado, Noemí |
| author_sort |
González del Solar, Gerardo |
| title |
Modeling of Structural Masonry Palabras |
| title_short |
Modeling of Structural Masonry Palabras |
| title_full |
Modeling of Structural Masonry Palabras |
| title_fullStr |
Modeling of Structural Masonry Palabras |
| title_full_unstemmed |
Modeling of Structural Masonry Palabras |
| title_sort |
modeling of structural masonry palabras |
| publisher |
Amjad Almusaed and Asaad Almssad |
| publishDate |
2024 |
| url |
http://hdl.handle.net/20.500.12272/11289 http://dx.doi.org/10.5772/intechopen.108155 |
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AT gonzalezdelsolargerardo modelingofstructuralmasonrypalabras AT domiziomaria modelingofstructuralmasonrypalabras AT martinpablo modelingofstructuralmasonrypalabras AT maldonadonoemi modelingofstructuralmasonrypalabras |
| _version_ |
1809230430581293056 |