Finite element nonlinear analysis of high-rise unreinforced masonry building
A simple efficient algorithm based on compressive diagonal strength of unreinforced masonry walls is presented to determine capacity curve of unreinforced masonry building. The compressive strength is calculated based on a new close form solution. The new close form solution is determined based on p...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2012
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| Texto completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252012000500002 |
| País: | Brasil |
| Oai: | oai:scielo:S1679-78252012000500002 |