Analysis of a thin tile vaulted structure
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Inclou dades d'ús des de 2022
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hdl:2099.1/12304
Correu electrònic de l'autorgonzalo.roberts.cervantesgmail.com
Tipus de documentProjecte Final de Màster Oficial
Data2010-07-12
Condicions d'accésAccés obert
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continguts d'aquesta obra estan subjectes a la llicència de Creative Commons
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Reconeixement-NoComercial-SenseObraDerivada 3.0 Espanya
Abstract
This thesis presents a simplified methodology for the assessment of Catalan double curvature masonry vaults. The methodology consists on discretize the vault in a series of arches capable of representing the structural behavior of the vault. This network of hanging cables catenaries that represents the thrust lines of the structure in an inverted model. With the application of the limit theorems of plasticity and forcing an optimization process, the methodology can be used to
assess the safety of the structure and estimate the ultimate load.
Crack mapping and elastic analysis performed in SAP were used to better understand the behavior of the vault, and make an accurate model capable of represent the structural behavior of the vault and make a good assessment on the vaults safety.
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SAHC Thesis Gonzalo Roberts.pdf | Tesis Completa | 2,121Mb | Visualitza/Obre |