Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/3186
Registo completo
Campo DC | Valor | Idioma |
---|---|---|
dc.contributor.author | Lourenço, Paulo B. | - |
dc.contributor.author | Krakowiak, Konrad J. | - |
dc.date.accessioned | 2005-10-04T15:32:49Z | - |
dc.date.available | 2005-10-04T15:32:49Z | - |
dc.date.issued | 2004 | - |
dc.identifier.citation | COMPUTER METHODS IN STRUCTURAL MASONRY, 6, Rome, 2003 - "Computer methods in Structural Masonry 6". Swansea : Computers & Geotechnics, 2004. ISBN ISBN 0-9510380-3-6. | eng |
dc.identifier.uri | https://hdl.handle.net/1822/3186 | - |
dc.description.abstract | Advanced (non-linear) analysis of historical constructions represents a key contribution for the understanding of the architectural heritage. The safety of a famous Portuguese church is addressed using two different finite element models for the nave and the transept. The complexity of the ornaments of the vaults calls for a mix of volume, curved shell and beam elements. A sensitivity study and a simplified buckling analysis are also carried out to provide further insight in the results. The analysis indicates that the safety level of the structure is low, probably due to the uniqueness of the structural conception. | eng |
dc.description.sponsorship | Fundação para a Ciência e a Tecnologia - POCTI-ECM-38071-2001. | eng |
dc.language.iso | eng | eng |
dc.publisher | Computers & Geotechnics | eng |
dc.rights | openAccess | eng |
dc.title | Safety assessment of the Jerónimos church in Lisbon | eng |
dc.type | conferencePaper | eng |
dc.peerreviewed | yes | eng |
sdum.publicationstatus | published | eng |
sdum.event.location | Rome, Italy | eng |
sdum.event.title | Computer Methods in Structural Masonry, 6 | eng |
sdum.event.type | conference | eng |
Aparece nas coleções: | CEC-EST - Comunicações a Conferências Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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2004_Lourenco3.pdf | 490,07 kB | Adobe PDF | Ver/Abrir |