Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Probabilistic Risk Assessment of a Modern Architecture Building: Analysis of the Original Building and Retrofitting Proposals
Publication

Publications

Probabilistic Risk Assessment of a Modern Architecture Building: Analysis of the Original Building and Retrofitting Proposals

Title
Probabilistic Risk Assessment of a Modern Architecture Building: Analysis of the Original Building and Retrofitting Proposals
Type
Article in International Conference Proceedings Book
Year
2008
Authors
Hugo Rodrigues
(Author)
FEUP
View Personal Page Search for Participant Publications Without AUTHENTICUS Without ORCID
Xavier Romão
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
Humberto Varum
(Author)
Other
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
António Arêde
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Aníbal Costa
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page Without ORCID
Raimundo Delgado
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Conference proceedings International
Pages: 1-8
Beijing, China, 12 a 17 de Outubro de 2008
Other information
Authenticus ID: P-012-GJ3
Abstract (EN): The seismic vulnerability of an existing building representative of modern architecture style is presented herein. To improve its seismic response, a retrofitting solution consisting of an x-bracing system associated to a shear-link dissipater was analysed. The effectiveness of the retrofit was measured by carrying out a seismic fragility analysis, considering a numerical model accounting for the nonlinear behaviour under earthquakes of both RC elements and infill masonry walls. It is seen that currently available numerical tools, in combination with probabilistic assessment procedures, make the structural safety assessment of buildings an increasingly feasible methodology based upon which it is possible to propose effective seismic risk mitigation measures.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 8
Documents
We could not find any documents associated to the publication with allowed access.
Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-14 at 20:28:44 | Privacy Policy | Personal Data Protection Policy | Whistleblowing