Abstract. To enhance the estimation accuracy of economic loss and casualty in seismic
risk assessment, a high-resolution building exposure model is necessary.
Previous studies in developing global and regional building exposure models
usually use coarse administrative-level (e.g. country or sub-country
level) census data as model inputs, which cannot fully reflect the spatial
heterogeneity of buildings in large countries like China. To develop a
high-resolution residential building stock model for mainland China, this
paper uses finer urbanity-level population and building-related statistics
extracted from the records in the tabulation of the 2010 population census of
the People's Republic of China (hereafter abbreviated as the
“2010 census”). In the 2010 census records, for each province, the
building-related statistics are categorized into three urbanity levels
(urban, township, and rural). To disaggregate these statistics into
high-resolution grid level, we need to determine the urbanity attributes of
grids within each province. For this purpose, the geo-coded population
density profile (with 1 km × 1 km resolution) developed in the
2015 Global Human Settlement Layer (GSHL) project is selected. Then for each
province, the grids are assigned with urban, township, or rural attributes
according to the population density in the 2015 GHSL profile. Next, the
urbanity-level building-related statistics can be disaggregated into grids,
and the 2015 GHSL population in each grid is used as the disaggregation
weight. Based on the four structure types (steel and reinforced concrete, mixed,
brick and wood, other) and five storey classes (1, 2–3, 4–6, 7–9, ≥10) of
residential buildings classified in the 2010 census records, we reclassify
the residential buildings into 17 building subtypes attached with both
structure type and storey class and estimate their unit construction prices.
Finally, we develop a geo-coded 1 km × 1 km resolution
residential building exposure model for 31 provinces of mainland China. In
each 1 km × 1 km grid, the floor areas of the 17 residential
building subtypes and their replacement values are estimated. The model
performance is evaluated to be satisfactory, and its practicability in
seismic risk assessment is also confirmed. Limitations of the proposed model
and directions for future improvement are discussed. The whole modelling
process presented in this paper is fully reproducible, and all the modelled
results are publicly accessible.