The paper, after a brief discussion of the methodologies of the research project RiSEM (Seismic Risk of Monumental Buildings), a research project started in 2011 and concluded at the end of 2013, discusses on the seismic assessment of historic masonry towers according to the Italian "Guidelines for the assessment and mitigation of the seismic risk of the cultural heritage". The RiSEM project aimed at developing and testing innovative and expeditious methodologies (i.e. without direct contact with the masonry building) to evaluate all the main structural features of the monumental buildings that are required for the assessment of their seismic safety. As a relevant case study the historic towers of the city of San Gimignano (Italy) in the UNESCO list of the World Cultural Heritage was selected, and the paper summarizes the analyses and the results obtained on three of the analysed towers. The Italian Guidelines identify a methodology of analysis based on three different levels of evaluation, according to an increasing path of knowledge (or requirement) of the structure, namely: LV1 (analysis at territorial level), LV2 (local analysis) and LV3 (global analysis). The paper, summarizing the results obtained for two of the above three levels, highlights a few issue concerning the seismic risk of historic masonry tower.

On the seismic risk of medieval Italian masonry towers / Bartoli, Gianni; Betti, Michele; Monchetti, Silvia. - ELETTRONICO. - 1:(2015), pp. 2216-2235. (Intervento presentato al convegno 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015 tenutosi a Crete Island, Greece nel 25–27 May 2015).

On the seismic risk of medieval Italian masonry towers

BARTOLI, GIANNI;BETTI, MICHELE;MONCHETTI, SILVIA
2015

Abstract

The paper, after a brief discussion of the methodologies of the research project RiSEM (Seismic Risk of Monumental Buildings), a research project started in 2011 and concluded at the end of 2013, discusses on the seismic assessment of historic masonry towers according to the Italian "Guidelines for the assessment and mitigation of the seismic risk of the cultural heritage". The RiSEM project aimed at developing and testing innovative and expeditious methodologies (i.e. without direct contact with the masonry building) to evaluate all the main structural features of the monumental buildings that are required for the assessment of their seismic safety. As a relevant case study the historic towers of the city of San Gimignano (Italy) in the UNESCO list of the World Cultural Heritage was selected, and the paper summarizes the analyses and the results obtained on three of the analysed towers. The Italian Guidelines identify a methodology of analysis based on three different levels of evaluation, according to an increasing path of knowledge (or requirement) of the structure, namely: LV1 (analysis at territorial level), LV2 (local analysis) and LV3 (global analysis). The paper, summarizing the results obtained for two of the above three levels, highlights a few issue concerning the seismic risk of historic masonry tower.
2015
Proceedings of the 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015
Crete Island, Greece
25–27 May 2015
Bartoli, Gianni; Betti, Michele; Monchetti, Silvia
File in questo prodotto:
File Dimensione Formato  
2015 COMPDYN - ON THE SEISMIC RISK OF MEDIEVAL ITALIAN MASONRY TOWERS.pdf

accesso aperto

Descrizione: file definitivo
Tipologia: Versione finale referata (Postprint, Accepted manuscript)
Licenza: Tutti i diritti riservati
Dimensione 1.31 MB
Formato Adobe PDF
1.31 MB Adobe PDF

I documenti in FLORE sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1005744
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 0
  • ???jsp.display-item.citation.isi??? ND
social impact