Abstract
This study focuses on quantifying the impact of implementing a recently proposed seismic classification procedure for acceleration-sensitive non-structural elements on the seismic economic losses of a three-storey case-study building in Italy. The seismic classification procedure for acceleration-sensitive non-structural elements is based on the performance observed during qualification shake table tests at predefined levels of seismic intensity according to the Italian seismic hazard map. A procedure based on updating the available component fragility functions of acceleration-sensitive non-structural elements is used to link the seismic classification procedure to seismic loss estimation of a case-study school building to quantify the effect of applying the seismic classification procedure for acceleration-sensitive non-structural elements in terms of losses. The case-study building is analysed for six different sites in Italy, considering four structural seismic retrofit strategies, and five levels of non-structural seismic classification. The results demonstrate that the expected annual loss for the building decreases as the seismic qualification performance (or class level) of the acceleration-sensitive non-structural elements increases. This study paves the way for more extensive studies that could help quantify the economic benefits of implementing the seismic classification procedure for non-structural elements at a regional level.
| Original language | English |
|---|---|
| Article number | 111399 |
| Journal | Journal of Building Engineering |
| Volume | 98 |
| DOIs | |
| State | Published - Dec 1 2024 |
Keywords
- Component fragility functions
- Non-structural elements
- Performance-based seismic design
- Seismic loss assessment
- Seismic retrofit
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