Inspection, Diagnosis and Modelling of Azurara Church in the North of Portugal

E. A. C. Moreno, Ellen T. Key, A. Uplekar, Omar Pino Acuña, G. Vasconcelos, Javier Ortega, E. Poletti
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Abstract

. Santa Maria de Azurara church is a XVI century church in Portugal, classified as a national monument since 1910. The building shows not only the influence of the Manueline architectural style (Portuguese late Gothic style), but also Baroque and Mannerism styles. Presently, the church presents some structural and non-structural problems, so an inspection and diagnosis of the main building pathologies was carried out. This process was assisted by non-destructive testing (NDT) techniques which included sonic tests, ground penetrating radar (GPR) and Schmidt hammer for masonry elements and Pilodyn and ultrasonic pulse velocity for the timber elements. In addition, scanning electron microscope and x-ray diffraction analysis were used for mortar and stone characterization. Furthermore, dynamic identification tests were performed. Numerical analysis was performed to assess the nonlinear behaviour of the structure under different load conditions. In order to create an accurate model, material properties were estimated from the non-destructive tests and the dynamic properties were used to calibrate the model. A nonlinear static analysis (pushover) considering both vertical and horizontal loading was carried out in order to obtain the maximum load factor for the structure.
葡萄牙北部Azurara教堂的考察、诊断与建模
. 圣玛丽亚阿祖拉教堂是葡萄牙十六世纪的教堂,自1910年以来被列为国家纪念碑。该建筑不仅受到Manueline建筑风格(葡萄牙晚期哥特式风格)的影响,还受到巴洛克和矫饰主义风格的影响。目前,该教堂出现了一些结构和非结构问题,因此对主要建筑进行了检查和诊断。该过程采用了无损检测(NDT)技术,其中包括声学测试、探地雷达(GPR)和施密特锤(用于砌体构件),以及Pilodyn和超声波脉冲速度(用于木材构件)。此外,利用扫描电镜和x射线衍射分析对砂浆和石材进行了表征。此外,还进行了动态识别试验。对结构在不同荷载条件下的非线性行为进行了数值分析。为了建立准确的模型,通过无损测试估计材料的性能,并使用动态特性对模型进行校准。为了获得结构的最大荷载系数,进行了考虑竖向和水平荷载的非线性静力分析(pushover)。
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