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Even CityGML, intentionally conceived as an application-independent information model, partially falls short: some attributes like the year of construction, the building class and usage are provided, but, again, they are too few.
As a comparison, for earthquake fragility functions, Rossetto et al. (2014b) consider ~30 buildings for each building class as a minimum for function derivation, with best practice involving >100 buildings.
These data can also be summarised to show the average Damage Index for each building class summarised over all the buildings experiencing ash fall for each 'expert' (Fig. 10).
Our findings first indicate that the combination of shape and size of continuous building classes (in a building class the main residential buildings are grouped by their age and building type) and their extent using patch areas potentially simplify retrofit campaigns.
Building on an extensive literature review on the state-of-the-art of non-structural retrofit solutions, representative retrofit options are investigated for six combinations of building class and seismic hazard at the building location (in Italy), by means of probabilistic seismic loss estimation and corresponding cost-benefit analysis.
The energy demand and the discomfort hours for heating and cooling were taken as response variables and five parameters were considered as potentially significant to assess the building energy performance: urban block pattern, street height-width ratio, building class through the building shape factor, year of construction and solar orientation of the main façade.
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Additionally, building classes and its patch area extent show notable differences across different sub-city areas.
After building class-specific networks, the genes involved in these networks were used as inputs to several classifiers: nearest neighbours (IB1), decision trees (C4.5 algorithm) and Naive Bayes classifiers.
Three different building classes, defined by the construction method and time, were simulated.
Here we 'map' GAR15 building classes and MIA-VITA roof classes to RMS construction types (Table 3).
Both earthquake-resistant and gravity-load designed framed buildings were assessed as being representatives of two building classes.
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