2015
DOI: 10.3989/ic.15.030
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Analysis and Diagnosis of the Church of Santiago in Jerez de la Frontera (Spain)

Abstract: The church of Santiago (Jerez de la Frontera, Spain) has its origin in a small chapel built in the XIII century. Three naves added in the XV century gave rise to the current temple. The church has been modified along the history due to two main reasons: (i) the interest for its enlargement and embellishment and (ii) to solve some structural problems documented since the XVII century. The most relevant problems that have affected the structure can be summarized in two partial collapses (1695 and 1956) and the s… Show more

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Cited by 6 publications
(2 citation statements)
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“…Also according to LLC "Stroyrekonstruktsiya" accepted deviations from the middle of the logs to the longitudinal axis (natural bending); to the north wall is: Table 1. Stiffness pads is taken to be the stiffness of logs, because they fill the distance between the logs equal to their diameter [8][9][10][11]. …”
Section: Methodsmentioning
confidence: 99%
“…Also according to LLC "Stroyrekonstruktsiya" accepted deviations from the middle of the logs to the longitudinal axis (natural bending); to the north wall is: Table 1. Stiffness pads is taken to be the stiffness of logs, because they fill the distance between the logs equal to their diameter [8][9][10][11]. …”
Section: Methodsmentioning
confidence: 99%
“…It must be noted in this respect that the current geometry of historic buildings tends to be different from the original project due to their prolonged existence and historical vicissitudes (Cámara & Latorre, 2003), although this difference does not necessarily entail the instability of the structures. Another application of mass data is the generation of geometric models of the current state of the building in a faster and detailed way (in relation to the classical techniques) in order to represent the existent pathologies in more detail (Cámara, 2010) and contribute to the structural analysis by means of different techniques such as the "thrust line method" (Rodríguez-Mayorga, Yanes-Bustamante, & Sáez-Pérez, 2015;Schueremans, 2008) or the "finite elements method" (FEM) analysis (Camarda, Guarnieri, Milan, & Vettore, 2010;Fregonese et al, 2013;Pieraccini et al, 2014, etc. ).…”
Section: State Of the Artmentioning
confidence: 99%