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Research on the seismic strengthening of a medieval masonry campanile

机译:中世纪砌体钟楼的抗震加固研究

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This paper describes research carried out to examine the possibility of strengthening an historical stone tower against seismic action. The tower was once the campanile of the Church of the Announziata in Corfu although the bulk of that building now lies in ruins. For the investigation, an analytical model with 3D shell and frame elements (Finite Element Method) was developed capable of modelling the structural behaviour, deformation and stress distribution of the tower under static and dynamic loading. Thereafter, the piers of the tower were checked in compliance with Eurocode 6 and methods were sought for strengthening the structural system. More analyses were carried out and rechecking of the structure was performed to assess the degree of improvement these methods would achieve in the structure.
机译:本文介绍了为检验抗地震作用而加固历史石塔的可能性而进行的研究。该塔曾经是科孚岛Announziata教堂的钟楼,尽管该建筑物的大部分现在都位于废墟中。为了进行研究,开发了具有3D壳体和框架元素的分析模型(有限元方法),该模型能够对静,动态载荷下塔的结构行为,变形和应力分布进行建模。此后,按照欧洲规范6检查塔的码头,并寻求加强结构系统的方法。进行了更多的分析,并对结构进行了重新检查,以评估这些方法将在结构中实现的改进程度。

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