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contributor authorEce Erdogmus
contributor authorThomas E. Boothby
contributor authorElizabeth B. Smith
date accessioned2017-05-08T21:22:13Z
date available2017-05-08T21:22:13Z
date copyrightMarch 2007
date issued2007
identifier other%28asce%291076-0431%282007%2913%3A1%289%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48763
description abstractThe nave of Santa Maria Novella, a Dominican church in Florence Italy is representative of a Florentine Gothic system of construction. This system, consisting of domical rib vaults on square nave bays, high side aisles, and crypto-buttressing, differs substantially from the French high Gothic system of even-level-crown rib vaults on rectangular bays, with flying buttresses over relatively low aisles. An investigation into the structural aspects of the Florentine Gothic construction system reveals that the domical vaults increase the longitudinal thrust and reduce the transverse thrust, which may require additional precautions to be taken during construction, but entails a less elaborate buttressing system. The domical vaults are found to perform well structurally, with an absence of tensile stresses, and are more suitable for a square bay. In general, the structural system of the nave of Santa Maria Novella is found to be the product of carefully considered structural design, which may be accepted as an alternative to the French Gothic construction system.
publisherAmerican Society of Civil Engineers
titleStructural Appraisal of the Florentine Gothic Construction System
typeJournal Paper
journal volume13
journal issue1
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(2007)13:1(9)
treeJournal of Architectural Engineering:;2007:;Volume ( 013 ):;issue: 001
contenttypeFulltext


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