<p>This paper details an integrated method for the multi-hazard risk assessment of road infrastructure systems exposed to potential earthquake and flood events. A harmonisation effort is required to reconcile bridge fragility models and damage scales from different hazard types: this is achieved by the derivation of probabilistic functionality curves, which express the probability of reaching or exceeding a loss level given the seismic intensity measure. Such probabilistic tools are essential for the loss assessment of infrastructure systems, since they directly provide the functionality losses instead of the physical damage states. Multi-hazard interactions at the vulnerability level are ensured by the functionality loss curves, which resu...
This paper presents an approach for the rapid seismic loss assessment of infrastructure systems, whe...
The main aim of the work is the design and implementation of an integrated procedure for the identif...
A simple probability-based method is presented for assessing the state of existing bridges under sce...
This article proposes an approach for the derivation of multi-hazard fragility functions, through th...
This paper presents a method for the development of bridge fragility functions that are able to acco...
Motivated by the potential vulnerability of their road infrastructure, many national authorities and...
The overarching objective of this study is to examine and compare the vulnerabilities of bridges com...
The purpose of this study is to develop a methodological framework for the multi-risk assessment of ...
Transportation infrastructure is a pylon for the society and economy, enabling the services and tran...
The evaluation of a bridge's structural damage state following a seismic event and the decision on w...
Risk assessment of bridge networks is generally investigated considering damage and disruption cause...
This paper presents a probabilistic framework for life-cycle seismic resilience assessment of aging ...
Civil infrastructure systems are prone to environmental deterioration processes that gradually reduc...
This paper presents a mathematical framework to investigate the relative importance of seismic damag...
This article presents an integrated approach for the probabilistic systemic risk analysis of a road ...
This paper presents an approach for the rapid seismic loss assessment of infrastructure systems, whe...
The main aim of the work is the design and implementation of an integrated procedure for the identif...
A simple probability-based method is presented for assessing the state of existing bridges under sce...
This article proposes an approach for the derivation of multi-hazard fragility functions, through th...
This paper presents a method for the development of bridge fragility functions that are able to acco...
Motivated by the potential vulnerability of their road infrastructure, many national authorities and...
The overarching objective of this study is to examine and compare the vulnerabilities of bridges com...
The purpose of this study is to develop a methodological framework for the multi-risk assessment of ...
Transportation infrastructure is a pylon for the society and economy, enabling the services and tran...
The evaluation of a bridge's structural damage state following a seismic event and the decision on w...
Risk assessment of bridge networks is generally investigated considering damage and disruption cause...
This paper presents a probabilistic framework for life-cycle seismic resilience assessment of aging ...
Civil infrastructure systems are prone to environmental deterioration processes that gradually reduc...
This paper presents a mathematical framework to investigate the relative importance of seismic damag...
This article presents an integrated approach for the probabilistic systemic risk analysis of a road ...
This paper presents an approach for the rapid seismic loss assessment of infrastructure systems, whe...
The main aim of the work is the design and implementation of an integrated procedure for the identif...
A simple probability-based method is presented for assessing the state of existing bridges under sce...