Assessment of physical vulnerability of buildings and analysis of landslide risk at the municipal scale: application to the Loures municipality, Portugal
This study offers a semi-quantitative assessment of the physical vulnerability of buildings to landslides in a Portuguese municipality (Loures), as well as the quantitative landslide risk analysis computed as the product of the landslide hazard by the vulnerability and the economic value of the buil...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
Copernicus Publications
2016-02-01
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Series: | Natural Hazards and Earth System Sciences |
Online Access: | http://www.nat-hazards-earth-syst-sci.net/16/311/2016/nhess-16-311-2016.pdf |
Summary: | This study offers a semi-quantitative assessment of the physical
vulnerability of buildings to landslides in a Portuguese municipality
(Loures), as well as the quantitative landslide risk analysis computed as
the product of the landslide hazard by the vulnerability and the economic
value of the buildings. The hazard was assessed by combining the
spatiotemporal probability and the frequency–magnitude relationship of the
landslides. The physical vulnerability assessment was based on an inquiry of
a pool of European landslide experts and a sub-pool of landslide experts who
know the study area, and the answers' variability was assessed with
standard deviation. The average vulnerability of the basic geographic
entities was compared by changing the map unit and applying the
vulnerability to all the buildings of a test site, the inventory of which
was listed on the field. The economic value was calculated using an
adaptation of the Portuguese Tax Services approach, and the risk was
computed for different landslide magnitudes and different spatiotemporal
probabilities. As a rule, the vulnerability values given by the sub-pool of
experts who know the study area are higher than those given by the European
experts, namely for the high-magnitude landslides. The obtained
vulnerabilities vary from 0.2 to 1 as a function of the structural building
types and the landslide magnitude, and are maximal for 10 and 20 m landslide
depths. However, the highest risk was found for the landslides that are 3 m deep,
because these landslides combine a relatively high frequency in the Loures
municipality with a substantial potential damage. |
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ISSN: | 1561-8633 1684-9981 |