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Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain)

机译:历史建筑的结构行为分析:瓦伦西亚大教堂(西班牙)的地震评估

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Analysis of the structural behavior of the historical constructions by the damage model through mechanical characterization of the material obtained by laboratory tests. This analysis has been particularly applied to the case historical construction of the Cathedral of Valencia (Spain) which is a representative example of Mediterranean Gothic with a structure formed by two sets of diaphragmatic walls, breaking with the Central European Gothic canons. In this research we conducted laboratory tests of samples taken from the masonry, in order to use these mechanical properties of the material nonlinear numerical models so that the results will allow an accurate calibration of material behavior for both gravitational and seismic actions. The study carried out justifies the reasons behind the differences between the Mediterranean Gothic and the traditional. The necessity of the walls' continuity will be demonstrated by the flying buttresses that turn into authentic diaphragm walls.
机译:通过实验室测试获得的材料的机械特性,通过损伤模型对历史建筑的结构行为进行分析。这项分析特别适用于瓦伦西亚大教堂(西班牙)的历史建筑,这是地中海哥特式建筑的代表示例,其结构由两组隔膜墙组成,打破了中欧哥特式教规。在这项研究中,我们对取自砌体的样本进行了实验室测试,以利用材料非线性数值模型的这些机械性能,以便其结果将为重力和地震作用对材料行为的准确校准提供依据。这项研究证明了地中海哥特式与传统之间存在差异的原因。壁的连续性的必要性将通过变成真实的隔膜墙的飞壁来证明。

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