Dynamic And Seismic Performance Of ABasilica-type Church Under Earthquake Loading:The Farneta Abbey
Dynamic And Seismic Performance Of ABasilica-type Church Under Earthquake Loading:The Farneta Abbey
复制标题
地震荷载下A巴西利卡式教堂的动力和抗震性能：法尔内塔修道院
DOI：
10.2495/str050201
复制
发表时间：
2005
期刊：
影响因子：
--
通讯作者：
A. Vignoli
中科院分区：
文献类型：
--
作者：
M. Betti;A. Vignoli
在本文中，一个巴西利卡型教堂进行了分析，以评估其结构性能和地震脆弱性方面的实际状态的保护。采用了一种准静态方法来评估地震荷载（这在砌体结构的地震性能的许多分析中确实很常见）。需求与承载力的比较证实了这种类型的建筑物对广泛损坏的敏感性，并可能倒塌，正如经常观察到的那样。关键词：砌体，地震荷载，非线性分析，有限元模拟，识别，地震易损性。
In this paper a basilica-type church is analysed in order to assess its structural behaviour and its seismic vulnerability with respect to the actual state of conservation. A quasi-static approach for the evaluation of the seismic loads have been used (as indeed is common in many analyses of the seismic behaviour of masonry structures). The comparison demand vs. capacity confirms the susceptibility of this type of building to extensive damage and possibly to collapse, as is frequently observed. Keyword: masonry, earthquake loading, non-linear analysis, FE modelling, identification, seismic vulnerability.