Comparison of traditional vs low-damage structural and non-structural building systems through a cost/performance-based evaluation
Autor(en): |
Simona Bianchi
Jonathan Ciurlanti Stefano Pampanin |
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Medium: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Earthquake Spectra, 16 September 2020, n. 1, v. 37 |
Seite(n): | 366-385 |
DOI: | 10.1177/8755293020952445 |
Abstrakt: |
Innovative damage-mitigation technologies have been recently developed to improve the seismic performance of structural and non-structural elements. The combination of these solutions can lead to a high-performance and cost-efficient building system, capable of sustaining earthquakes with limited damage and reduced socio-economic losses. This article investigates the convenience of implementing damage-control solutions through a cost/performance-based evaluation of multi-story-reinforced concrete buildings, comprising alternative combinations of traditional vs low-damage technologies for both structural skeletons (frames, walls) and non-structural elements (heavy/light facades, heavy/light partitions, suspended ceilings). The significant benefits of the innovative systems are investigated through loss assessment studies, implemented using a practical approach based on numerical pushover analyses and the capacity spectrum method. The parametric analyses confirm that the integrated low-damage structural/non-structural system can lead to significant savings, in these specific cases, in the range of 150–300 €/m² during the 50-year building-life and downtime reductions at ultimate limit state in the order of 2–7 months. |
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Datenseite - Reference-ID
10672463 - Veröffentlicht am:
12.06.2022 - Geändert am:
12.06.2022