Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/17286
Título: | Seismic assessment of masonry “Gaioleiros” buildings in Lisbon, Portugal |
Autor(es): | Mendes, N. Lourenço, Paulo B. |
Palavras-chave: | "Gaioleiro” buildings Masonry Earthquake Seismic assessment Non-linear time history analysis Pushover analysis oGaioleiroo Buildings Gaioleiro |
Data: | 2010 |
Editora: | Taylor & Francis Ltd |
Revista: | Journal of Earthquake Engineering |
Resumo(s): | This paper presents a numerical study for the seismic assessment of a Portuguese building masonry typology - “Gaioleiro”. Numerical analysis was performed using a finite element model calibrated with experimental results obtained in 1:3 reduced scale tests carried out in the LNEC 3D shaking table. Non-linear dynamic analysis with time integration and pushover analysis are carried out. Using nonlinear dynamic analysis it was verified that the buildings of “gaioleiro” type with appropriate floor-wall connections are in the limit of their loading capacity. The pushover analyses performed in this study were incapable of simulating correctly the damage of the structure under seismic action. |
Tipo: | Artigo |
URI: | https://hdl.handle.net/1822/17286 |
DOI: | 10.1080/13632460902977474 |
ISSN: | 1363-2469 1559-808X |
Versão da editora: | http://dx.doi.org/10.1080/13632460902977474 |
Arbitragem científica: | yes |
Acesso: | Acesso aberto |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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2010_JEE_14_Mendes.pdf | 1,43 MB | Adobe PDF | Ver/Abrir |