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Spain 2011
Earthquake
Spain 2011
Lorca
Study
Universidad Politecnica de Madrid
authors
Research Group on Earthquake Engineering
Date
2016
Damage Scale
Risk-UE 2002
Image Gallery
Data
Documentation
id
Damage Levels
460
Very Slight
Only suffered minor damage or no damage
461
Slight
Loss of bearing capacity not apparent
462
Moderate
Restricted access due to damage on non-structural.Significant reduction of bearing capacity or important
463
Severe
Prohibited access because structural damage requiring. Loss of bearing capacity. Probably unable to withstand aftershock shaking
464
Collapse
Mandatory demolition
id
Building Classes
462
M1.1
Masonry Walls. Unreinforced masonry bearing walls of rubble stone and fieldstone.
463
M1.2
Masonry Walls. Unreinforced masonry bearing walls of simple stone.
464
M1.3
Masonry Walls. Unreinforced masonry bearing walls of massive stone.
465
M3.1
Masonry Walls. Unreinforced masonry bearing walls with wooden slabs.
466
M3.4
Masonry Walls. Reinforced concrete slabs.
467
RC1-P
Reinforced Concrete. Concrete frames with regular unreinforced masonry infill walls. Pre code (Age of construction < 1997).
468
RC1-M
Reinforced Concrete. Concrete frames with regular unreinforced masonry infill walls. Moderate code (Age of construction >=1997).
Sources
Reassessment of intensity estimates from vulnerability and damage distributions: the 2011 Lorca earthquake.
Martinez-Cuevas, S. and Gaspar-Escribano, J.M. (2016)
Urban modifiers of seismic vulnerability aimed at Urban Zoning Regulations
Martínez-Cuevas, S., Benito, M.B., Cervera, J., Morillo, M.C. and Luna, M.
Map Overlays
Study locations
USGS Key »
Study Locations
Barrio de La Vina
Barrio de San Diego
Barrios Altos y Santiago