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EnglishThe Italian school buildings asset consists of over 40,000 units. The most (about 60%) were built before the introduction of the national standard on school buildings and constructions in seismic areas. This research aims to implement a methodology for seismic risk analysis of ex-isting school buildings. To assess the seismic vulnerability different strategies have been de-veloped accordingly with the standards procedures. Visual screening during inspections and the study of the existing documentation represent the first step. Then a refined SHM approach that includes non-destructive testing on site and structural analysis is proposed. The numerical models of the buildings are validated through the results of the SHM phase. They will be use-ful to identify the vulnerability of the existing buildings and different computational proce-dures will be investigated. A real structure application completes the investigation. In particu-lar, an existing building school in North Italy is analyzed as a case study to originally test the proposed methodology.
SEISMIC VULNERABILITY OF EXISTING SCHOOLS / DOMANESCHI, MARCO; CIMELLARO, GIAN PAOLO; ZAMANI NOORI, ALI; ANSARI, FARHAD. - ELETTRONICO. - (2019), pp. 1-10. ((Intervento presentato al convegno The Sixteenth International Conference on Civil, Structural & Environmental Engineering Computing tenutosi a Riva del Garda, near Lake Garda, Italy nel 16-19 September 2019.
| Titolo: | SEISMIC VULNERABILITY OF EXISTING SCHOOLS |
| Autori: | |
| Data di pubblicazione: | 2019 |
| Abstract: | The Italian school buildings asset consists of over 40,000 units. The most (about 60%) were built... before the introduction of the national standard on school buildings and constructions in seismic areas. This research aims to implement a methodology for seismic risk analysis of ex-isting school buildings. To assess the seismic vulnerability different strategies have been de-veloped accordingly with the standards procedures. Visual screening during inspections and the study of the existing documentation represent the first step. Then a refined SHM approach that includes non-destructive testing on site and structural analysis is proposed. The numerical models of the buildings are validated through the results of the SHM phase. They will be use-ful to identify the vulnerability of the existing buildings and different computational proce-dures will be investigated. A real structure application completes the investigation. In particu-lar, an existing building school in North Italy is analyzed as a case study to originally test the proposed methodology. |
| Appare nelle tipologie: | 4.1 Contributo in Atti di convegno |
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http://hdl.handle.net/11583/2818634
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