Autor(es):
Lourenço, Paulo B. 
; Oliveira, Daniel V. ; Vasconcelos, Graça ; Ramos, Luís F.
Data: 2005
Identificador Persistente: http://hdl.handle.net/1822/4999
Origem: RepositóriUM - Universidade do Minho
Detalhes do Documento
Improving the seismic resistance of cultural heritage buildings
Descrição
The paper addresses a possible methodology to improve the seismic resistance of cultural heritage buildings (CHB). The ICOMOS recommendations are briefly reviewed and recent research issues are addressed, with a focus on: (a) Behavior of masonry components under cyclic loading (tension, compression and shear); (b) Behavior of stone masonry shear walls under cyclic and dynamic loading; (c) Behavior of dry masonry blocks and structures under dynamic loading; (d) Possibilities of numerical analysis at the laboratory and engineering levels; (e) Monastery of Jerónimos as a case study: An EC funded research project aiming at reducing seismic vulnerability of CHB.
The paper addresses a possible methodology to improve the seismic resistance of cultural heritage buildings (CHB). The ICOMOS recommendations are briefly reviewed and recent research issues are addressed, with a focus on: (a) Behavior of masonry components under cyclic loading (tension, compression and shear); (b) Behavior of stone masonry shear walls under cyclic and dynamic loading; (c) Behavior of dry masonry blocks and structures under dynamic loading; (d) Possibilities of numerical analysis at the laboratory and engineering levels; (e) Monastery of Jerónimos as a case study: An EC funded research project aiming at reducing seismic vulnerability of CHB.
Tipo de Documento
Documento de conferência
Idioma Inglês
Idioma Inglês
| Financiadores do RCAAP | |||||||
|
|
|
|
|
|
||