2009
DOI: 10.1007/s10518-009-9124-7
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Seismic vulnerability of lifelines in the greater Lisbon area

Abstract: A study on the seismic vulnerability of the lifeline systems in the greater Lisbon area, in Portugal, is described. The work is part of a major program, an initiative of the Portuguese Authority for Civil Protection, intending to develop a tool for the assessment of seismic impact and emergency planning support. It had as a final goal the development of a simulator for the damage estimation of different lifeline systems, working on a GIS, including highways and railways, water supply systems, electric power su… Show more

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Cited by 48 publications
(10 citation statements)
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“…As explained in [42], the structural data collected over the bridge stock have not permitted us to develop a site-specific vulnerability study, therefore the fragility curves derived by [43] have been used.…”
Section: Damage and Restoration Analisysmentioning
confidence: 99%
“…As explained in [42], the structural data collected over the bridge stock have not permitted us to develop a site-specific vulnerability study, therefore the fragility curves derived by [43] have been used.…”
Section: Damage and Restoration Analisysmentioning
confidence: 99%
“…Furthermore, pipes placed at scarce depth could be considered as weak points for the street safety. Such lifelines are distinguished between [39,43,44]: low-risk lifelines such as electrical power or water supply systems with restrained pipes dimension; high-risk lifelines like gas and oil distribution networks. In this way, the study also evaluates the risk connected to pipelines of gas or water supply system that could lead to cascade effects (i.e.…”
Section: Physical-structural Featuresmentioning
confidence: 99%
“…repair/ replacement durations for different elements) is always included in bridge rehabilitation modelling approaches (Azevedo, Guerreiro, Bento, Lopes, & Proenca, 2010). Cheng et al (2009) developed an analysis model to identify the possible combination of rehabilitation methods based on time passed and calculated the construction duration and cost for each combination.…”
Section: Total Project Execution Durationmentioning
confidence: 99%