Nonlinear modeling of unreinforced masonry wall under in-plane load and investigation of the effect of various parameters
In this article, an unreinforced masonry wall under in-plane load was numerically modeled using the ABAQUS software. In order to model the material of masonry, concrete material in the material library of Abaqus software was used. The concrete damaged plasticity method in the Abaqus software is a mo...
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| Autores principales: | , , , |
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| Formato: | article |
| Lenguaje: | FA |
| Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2017
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| Materias: | |
| Acceso en línea: | https://doaj.org/article/ea69725f89064f4d934a18e5c5097e81 |
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