| People | Locations | Statistics |
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| Sourd, Romain Crastes Dit |
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| Marton, Peter |
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| Toaza, Bladimir |
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| Lubashevsky, Katrin |
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| Ambros, Jiří |
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| Niederdränk, Simon |
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| Khoshkha, Kaveh |
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| Brenner, Thomas |
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| Badea, Andrei | Delft |
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| Michálek, Tomáš | Pardubice |
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| Jensen, Anders Fjendbo | Kongens Lyngby |
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| Le Goff, A. |
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| Greer, Ross |
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| Gutiérrez, Javier | Madrid |
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| Sagues, Mikel |
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| Eggermond, Michael Van |
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| Milica Milovanović, M. |
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| Carrasco, Juan-Antonio |
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| Groen, Eric L. |
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| Tzenos, Panagiotis |
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| Mesas, Juan-José |
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| Oikonomou, Maria G. |
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| Messiou, Chrysovalanto |
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| Giuliani, Felice |
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| Roussou, Julia |
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Nicolosi, Vittorio
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (24/24 displayed)
- 2024A new methodological approach for road friction deterioration models development based on energetic road traffic characterizationcitations
- 2024Fostering Urban Soft Mobility by Means of Pedestrian Areas: Tentative Criteria for Evaluation of Impacts on Traffic
- 2023Sustainable Retrofitting of Urban Streets for Mitigation of Traffic Vibration by Means of Anti-vibrating Trenchescitations
- 2023Towards a new design methodology for vertical traffic calming devicescitations
- 2022A Probabilistic Approach to the Evaluation of Seismic Resilience in Road Asset Managementcitations
- 2022Application of the Assets Management Principles for the Safety Improvement of Regional Road Networks
- 2022Safety Oriented Road Asset Management Methodology for Urban Areascitations
- 2022Seismic Resilience Assessment Strategy for Social and Sustainability Impact Evaluation on Transportation Road Network: A Seismic Liquefaction-Induced Damage Applicationcitations
- 2021Towards a better understanding of vulnerability in pedestrian-vehicle collisioncitations
- 2021Sectioning procedure on geostatistical indices series of pavement road profilescitations
- 20213D Simulations of Two-Component Mixes for the Prediction of Multi-component Mixtures’ Macrotexture: Intermediate Outcomescitations
- 2020An exploratory step to evaluate the pedestrian flow in urban environment.citations
- 2020An exploratory step to evaluate the pedestrian flow in urban environmentcitations
- 2020Simplified approach for liquefaction risk assessment of transportation systems: preliminary outcomescitations
- 2020An exploratory step for a general unified approach to labelling of road surface and tire wet frictioncitations
- 2019Evaluation of a realistic damage maps of runaway pavements due to real traffic load
- 2019A CORRELATION BETWEEN BRAKING TIRE CONTACT FRICTION ENERGY AND PAVEMENT SKID DETERIORATION
- 2019Pavement maintenance of small municipalities: Evaluation of the quality evolution for different budget scenarioscitations
- 2019Post processing of two dimensional road profiles: variogram scheme application and sectioning procedure
- 2019Planning urban pavement maintenance by a new interactive multiobjective optimization approachcitations
- 2008Analysis of urban pavement surface profiles oriented to environmental performance indicators
- 2007Predicting skid-resistance progression through mathematical model
- 2003Interazione dinamica tra veicoli e profilo della superficie stradale: applicazione allo studio delle vibrazioni indotte dal traffico veicolare
- 2002Temperature analysis in prediction of rutting of asphalt concrete bridge pavements
Places of action
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article
Seismic Resilience Assessment Strategy for Social and Sustainability Impact Evaluation on Transportation Road Network: A Seismic Liquefaction-Induced Damage Application
Abstract
<jats:p>Transport networks play a critical role for living communities, as they facilitate the exchange of people and goods and foster economic growth. Improving their resilience against seismic hazards, among which liquefaction is by far one of the most significant and complex, is consistent with most of the Sustainable Development Goals pinpointed by the United Nations’ Agenda. In this paper, an original methodological framework, combining innovative Geo-statistical approaches to analyze soil properties, prediction models for soil liquefaction, and calibrated transport demand models providing the social and economic cost associated with seismic-induced road damages and closures within a renewed Geographical Information Systems (GIS) workspace, is proposed. In particular, based on traditional risk assessment evaluation, an innovative approach to evaluate the exposure in terms of economic loss due to lack of accessibility is presented. The methodology is applied to a district area in northern Italy that underwent a recent seismic event that caused several soil liquefaction phenomena. Results provided by a sensitivity analysis on a stochastic (return period) basis are derived: as the seismic intensity increases, the total social costs increase, but the trend of the rates due to traffic delays and the loss of accessibility are irregular. Although further simulation scenarios need to be undertaken, the proposed methodology seems to provide an effective planning tool to evaluate preventive strategies aimed at improving the resilience of transport networks against liquefaction risk.</jats:p>
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