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dc.creatorVega J.A., Hidalgo C.A., Marín N.J.spa
dc.date.accessioned2018-04-13T16:35:24Z
dc.date.available2018-04-13T16:35:24Z
dc.date.created2017
dc.identifier.issn17578981
dc.identifier.urihttp://hdl.handle.net/11407/4575
dc.description.abstractNatural disasters of a geodynamic nature can cause enormous economic and human losses. The economic costs of a landslide disaster include relocation of communities and physical repair of urban infrastructure. However, when performing a quantitative risk analysis, generally, the indirect economic consequences of such an event are not taken into account. A probabilistic approach methodology that considers several scenarios of hazard and vulnerability to measure the magnitude of the landslide and to quantify the economic costs is proposed. With this approach, it is possible to carry out a quantitative evaluation of the risk by landslides, allowing the calculation of the economic losses before a potential disaster in an objective, standardized and reproducible way, taking into account the uncertainty of the building costs in the study zone. The possibility of comparing different scenarios facilitates the urban planning process, the optimization of interventions to reduce risk to acceptable levels and an assessment of economic losses according to the magnitude of the damage. For the development and explanation of the proposed methodology, a simple case study is presented, located in north-eastern zone of the city of Medellín. This area has particular geomorphological characteristics, and it is also characterized by the presence of several buildings in bad structural conditions. The proposed methodology permits to obtain an estimative of the probable economic losses by earthquake-induced landslides, taking into account the uncertainty of the building costs in the study zone. The obtained estimative shows that the structural intervention of the buildings produces a reduction the order of 21 % in the total landslide risk. © Published under licence by IOP Publishing Ltd.eng
dc.language.isoeng
dc.publisherInstitute of Physics Publishingspa
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85033795713&doi=10.1088%2f1757-899X%2f245%2f6%2f062010&partnerID=40&md5=fe97442b8562994cacda49250b04acfaspa
dc.sourceScopusspa
dc.titleLandslide Risk: Economic Valuation in the North-Eastern Zone of Medellin Cityspa
dc.typeConference Papereng
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.contributor.affiliationSchool of Engineering, Civil and Financial Engineering Programs, University of Medellín, Medellín, Colombiaspa
dc.identifier.doi10.1088/1757-899X/245/6/062010
dc.subject.keywordArchitectural design; Architecture; Costs; Damage detection; Disasters; Economics; Landslides; Losses; Regional planning; Risk analysis; Risk assessment; Risk management; Risk perception; Risks; Urban growth; Urban planning; Earthquake-induced landslides; Economic consequences; Probabilistic approaches; Quantitative evaluation; Quantitative risk analysis; Structural condition; Structural interventions; Urban infrastructure; Economic analysiseng
dc.publisher.facultyFacultad de Ingenieríasspa
dc.abstractNatural disasters of a geodynamic nature can cause enormous economic and human losses. The economic costs of a landslide disaster include relocation of communities and physical repair of urban infrastructure. However, when performing a quantitative risk analysis, generally, the indirect economic consequences of such an event are not taken into account. A probabilistic approach methodology that considers several scenarios of hazard and vulnerability to measure the magnitude of the landslide and to quantify the economic costs is proposed. With this approach, it is possible to carry out a quantitative evaluation of the risk by landslides, allowing the calculation of the economic losses before a potential disaster in an objective, standardized and reproducible way, taking into account the uncertainty of the building costs in the study zone. The possibility of comparing different scenarios facilitates the urban planning process, the optimization of interventions to reduce risk to acceptable levels and an assessment of economic losses according to the magnitude of the damage. For the development and explanation of the proposed methodology, a simple case study is presented, located in north-eastern zone of the city of Medellín. This area has particular geomorphological characteristics, and it is also characterized by the presence of several buildings in bad structural conditions. The proposed methodology permits to obtain an estimative of the probable economic losses by earthquake-induced landslides, taking into account the uncertainty of the building costs in the study zone. The obtained estimative shows that the structural intervention of the buildings produces a reduction the order of 21 % in the total landslide risk. © Published under licence by IOP Publishing Ltd.eng
dc.creator.affiliationVega, J.A., School of Engineering, Civil and Financial Engineering Programs, University of Medellín, Medellín, Colombia; Hidalgo, C.A., School of Engineering, Civil and Financial Engineering Programs, University of Medellín, Medellín, Colombia; Marín, N.J., School of Engineering, Civil and Financial Engineering Programs, University of Medellín, Medellín, Colombiaspa
dc.relation.ispartofesIOP Conference Series: Materials Science and Engineeringspa
dc.relation.referencesVega, J.A., (2013) Application to Urban Buildings, p. 51. , (La Plata: Engineering Astronomical and Geophysical Sciences, National University of La Plata) Risk Estimate by Landslides Generated by Seismic Events in Medellin Using Tools of Geomatics; Isaza-Restrepo, P.A., Martinez, H.E., Hidalgo, C.A., Methodology for quantitative landslide risk analysis in residential projects (2016) Habitat International, 53, pp. 403-412. , April; Chowdhury, R., Flentje, P., Bhattacharya, G., (2010), p. 737. , (London: Taylor amp; Francis) Geotechnical Slope Analysis; Hidalgo, C., Vega, J.A., Hazard estimation for landslides triggered by earthquakes and rainfall (aburrá valley-Colombia) (Spanish) (2014) Revista EIA, 11, pp. 103-117; Vega, J.A., Hidalgo, C.A., Quantitative risk assessment of landslides triggered by earthquakes and rainfall based on direct costs of urban buildings (2016) Geomorphology, 273, pp. 217-235; Parra, M., (2015), p. 80. , (Medelliacute;n: Universidad Nacional de Colombia) Model for the study of the threat of mass movements detonated by rains in the Llanaditas neighborhood of the city of Medelliacute;n (Spanish); Hidalgo, C.A., Vega, J.A., Assis, A.P., Villarraga, M.R., (2012) Proceedings of IV Panamerican Simposium on Landslides, , (Paipa) Estimation of landslides hazard in linear projects: roads in residual soils (Spanish); Hidalgo, C.A., (2013), p. 250. , (Brasilia: Department of Civil and Environmental Engineering, University of Brasilia) Uncertainty, Vulnerability and Risk Assessment Due to landslide on Roads (Portuguese); Silva, M., Pereira, S., Assessment of physical vulnerability and potential losses of buildings due to shallow slides (2014) Nat Hazards, 72 (2), pp. 1029-1050; Leone, F., Asté, J.P., Leroi, E., (1996) Landslides-Glissements de Terrain, pp. 263-270. , (Rotterdam) Vulnerability assessment of elements exposed to mass movements: working toward a better risk perception; Papathoma-Kohle, M., Zischg, A., Fuchs, S., Glade, T., Keiler, M., Loss estimation for landslides in mountain areas - An integrated toolbox for vulnerability assessment and damage documentation (2015) Environmental Modelling & Software, 63, pp. 156-169; Zêrere, J., García, R., Oliveira, S., Reis, E., Probabilistic landslide risk analysis considering direct costs in the area north of Lisbon (Portugal) (2008) Geomorphology, 94 (3-4), pp. 467-495; Uzielli, M., Nadim, F., Lacasse, S., Kaynia, A., A conceptual framework for quantitative estimation of physical vulnerability to landslides (2008) Eng. Geol, 102 (3-4), pp. 251-256; Hazus, (2003), (Jessup, Maryland) Multi-hazard loss estimation methodology earthquake model; (2014), (Medelliacute;n) Cadastral Inventory Geodatabase; (2010) Association of Earthquake Engineering, , (Spanish) Colombian Code for Earthquake-resistant Construction NSR-10; Korup, H.Y., Without power? Landslide inventories in the face of climate change (2012) Earth Surface Processes and Landforms, 37 (1), pp. 92-99. , G T.O; Goetz, B.A., Integrating physical and empirical landslide susceptibility models using generalized additive models (2011) Geomorphology, 129 (3-4), pp. 376-386. , R H.J.N.G; Bui, C.T.T., A Comparative Assessment between the Application of Fuzzy Unordered Rules Induction Algorithm and J48 Decision Tree Models in Spatial Prediction of Shallow Landslides at Lang Son City, Vietnam (2014) Remote Sensing Applications in Environmental Research, pp. 87-111. , R I.D.T.P.B; Fan, G.T., Empirical prediction of coseismic landslide dam formation (2014) Earth Surface Processes and Landforms, 39 (14), pp. 1913-1926. , X Q.X.R.D.G.W.C.J; Efron, B.T.R., (1993), (Chapman and Hall) An Introduction to the Bootstrap; Park, C.M., Confidence intervals for evaluating benefits estimates from dichotomous choice contingent valuation studies (1991) Land Economics, 67 (1), pp. 64-73. , J B.T.Lspa
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.type.driverinfo:eu-repo/semantics/conferenceObject


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