Post-accident damage identification based on vibration measurements applied to masonry structures
The present paper aims at damage assessment of masonry structures in an early stage. Two replicates of historical constructions were built in virgin state, one arch with 1.5 m span and one shear wall of 1 m2. Afterwards, progressive damage was applied and sequential modal identification analysis was...
| Autor principal: | |
|---|---|
| Outros Autores: | |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2008
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/17563 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/17563 |