Articles | Volume 16, issue 2
https://doi.org/10.5194/nhess-16-311-2016
https://doi.org/10.5194/nhess-16-311-2016
Research article
 | 
03 Feb 2016
Research article |  | 03 Feb 2016

Assessment of physical vulnerability of buildings and analysis of landslide risk at the municipal scale: application to the Loures municipality, Portugal

C. Guillard-Gonçalves, J. L. Zêzere, S. Pereira, and R. A. C. Garcia

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Cited articles

AGS – Australian Geomechanics Society Sub-Committee on Landslide Risk Management: Landslide risk management concepts and guidelines, Aust. Geomech. J., 35, 49–92, 2000.
Alexander, D.: Landslide damage to buildings, Environ. Geol. Water Sci., 8, 147–151, https://doi.org/10.1007/BF02509902, 1986.
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Cardinali, M., Reichenbach, P., Guzzetti, F., Ardizzone, F., Antonini, G., Galli, M., Cacciano, M., Castellani, M., and Salvati, P.: A geomorphological approach to the estimation of landslide hazards and risks in Umbria, Central Italy, Nat. Hazards Earth Syst. Sci., 2, 57–72, https://doi.org/https://doi.org/10.5194/nhess-2-57-2002, 2002.
Ciurean, R. L., Schröter, D., and Glade, T.: Conceptual Frameworks of Vulnerability Assessments for Natural Disasters Reduction, in: Approaches to Disaster Management – Examining the Implications of Hazards, Emergencies and Disasters, edited by: Tiefenbacher, J., InTech, Rijeka, 3–32, 2013.
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This paper presents a semi-quantitative assessment of the physical vulnerability of buildings to landslides, and quantitative landslide risk analysis computed as the product of the landslide hazard by the vulnerability and the economic value of the buildings. The work was developed for a Portuguese municipality (Loures). The highest risk was found for the landslides 3 m deep, because these landslides combine a relatively high frequency with a substantial potential damage.
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