After a brief description of the main geometric characteristics and the relevant constructive aspects ideated by Brunelleschi to build the Dome of Santa Maria del Fiore the paper sketches the actual cracking pattern together with recent results concerning the static behavior of the Dome. The F.E. model built to assess the Dome’s structural behavior is described, and the identification procedure (based on the results of previous in-situ experimental investigation) is illustrated. The paper offers a contribution in the assessment of the safety and vulnerability of one of the most emblematic masonry domes all over the world
BRUNELLESCHI'S DOME IN FLORENCE: THE MASTERPIECE OF A GENIUS / BORRI C; BETTI M; BARTOLI G. - STAMPA. - 1:(2010), pp. 1317-1320. (Intervento presentato al convegno The Fourth International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 tenutosi a CAPE TOWN, SOUTH AFRICA nel 6-8 SEPTEMBER 2010).
BRUNELLESCHI'S DOME IN FLORENCE: THE MASTERPIECE OF A GENIUS
BORRI, CLAUDIO;BETTI, MICHELE;BARTOLI, GIANNI
2010
Abstract
After a brief description of the main geometric characteristics and the relevant constructive aspects ideated by Brunelleschi to build the Dome of Santa Maria del Fiore the paper sketches the actual cracking pattern together with recent results concerning the static behavior of the Dome. The F.E. model built to assess the Dome’s structural behavior is described, and the identification procedure (based on the results of previous in-situ experimental investigation) is illustrated. The paper offers a contribution in the assessment of the safety and vulnerability of one of the most emblematic masonry domes all over the world
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2010 SEMC - Brunelleschi's dome in Florence - the masterpiece of a Genius.pdf
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