Go to:
Logótipo
Você está em: Start > Publications > View > A risk and cost based methodology for the seismic safety assessment of existing buildings
Publication

A risk and cost based methodology for the seismic safety assessment of existing buildings

Title
A risk and cost based methodology for the seismic safety assessment of existing buildings
Type
Chapter or Part of a Book
Year
2014
Authors
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
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
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
Indexing
Publicação em Scopus Scopus - 0 Citations
Scientific classification
CORDIS: Technological sciences > Engineering > Civil engineering > Structural engineering
FOS: Engineering and technology > Civil engineering
Other information
Authenticus ID: P-00K-4BD
Abstract (EN): The impact of earthquakes is discussed in terms of the monetary losses resulting from existing constructions with inadequate structural behaviour. A probabilistic methodology is then proposed for the seismic performance analysis of existing buildings using global metrics to determine if the behaviour conforms to a given limit state. The referred performance metrics are the probability of occurrence of the limit state, the corresponding expected loss associated to the repair of the building, and the corresponding number and type of mechanisms that occur. The consideration of these assessment parameters to control building performance widens the scope of the limit state definitions proposed in current codes. Therefore, current limit state descriptions were updated to establish adequate risk- and cost-related limit state definitions using the Eurocode 8 Part 3 proposals as a basis for discussion. The description of the proposed procedure is detailed and addresses its applicability for different limit states. An application involving the performance analysis of two reinforced concrete structures for several limit states is also presented and discussed.
Type (Professor's evaluation): Scientific
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Análise Sísmica da Estação Terreiro do Paço do Metropolitano de Lisboa (2003)
Technical Report
Aníbal Costa; Rui Faria; Raimundo Delgado; Xavier Romão; Nelson Vila Pouca
Ongoing research on seismic safety assessment (2010)
Another Publication in an International Scientific Journal
Raimundo Delgado; Anibal Costa; Antonio Arede; Nelson Vila Pouca; Joao Guedes; Xavier Romao; Pedro Delgado; Patricio Rocha
Dimensionamento Sísmico Baseado em Análises Não Lineares Dinâmicas (2004)
Article in National Scientific Journal
Xavier Romão; Aníbal Costa; Raimundo Delgado
Statistical characterization of structural demand under earthquake loading. Part 2: Robust estimation of the dispersion of the data (2012)
Article in International Scientific Journal
Xavier Romão; Aníbal Costa; Raimundo Delgado

See all (38)

Recommend this page Top
Copyright 1996-2024 © Faculdade de Arquitectura da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z  I Guest Book
Page created on: 2024-07-27 at 12:41:54 | Acceptable Use Policy | Data Protection Policy | Complaint Portal