Earthquake behaviour of 4 storeys reinforced concrete frame structures infilled with brick masonry panels.
This report analyses the influence of masonry infills in the earthquake behaviour of buildings with a reinforced concrete frame structure, four storeys high and a plan dimension of 20x15m2. Nonlinear analysis are performed using an ensemble of ground motions. Maximum ductility demand distributions a...
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| Format: | workingPaper |
| Language: | eng |
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2017
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| Online Access: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1009410 |
| Country: | Portugal |
| Oai: | oai:localhost:123456789/1009410 |