Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: the Hagia Irene Case Study

机译：通过数值分析和振动台试验对复杂砌体结构进行地震评估：Hagia Irene案例研究

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The document concerns with the design and study of a large masonry model of Hagia Irene in Istanbul. The goals of experimentation were to acquire a deeper structural behaviour knowledge than that possible to acquire with numerical models only and to assess the effectiveness of the consolidation works foreseen on Hagia Irene. The scale factor chosen is equal to 1:10. The tests were arranged into two different phases: for not reinforced and reinforced scale model.The displacements of the markers placed on the structure were registered by an innovative monitoring technique measuring 3D motion time histories.

机译：该文件涉及伊斯坦布尔圣索非亚大教堂的大型砖石模型的设计和研究。实验的目的是获得比仅使用数值模型获得的更深的结构行为知识，并评估在圣索非亚大教堂上预见的加固工作的有效性。选择的比例因子等于1:10。测试分为两个不同的阶段：非增强模型和增强比例模型。通过创新的监测技术测量3D运动时间历史，记录放置在结构上的标记的位移。

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《International conference on structural analysis of historic constructions》|2011年|p.777-782|共6页
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CROCI G; VISKOVIC A; HERZALLA A; ERDIK M; AKDO(G)AN M; DE CANIO G; ANTONELLI L;
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中图分类建筑结构;建筑结构;建筑结构;
关键词
Masonry structure; large scale model; shaking table test; energy evaluation; power spectral density;

机译：砌体结构;大型模型;振动台试验;能量评估;功率谱密度;

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4. Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: the Hagia Irene Case Study [C] . CROCI G., VISKOVIC A., HERZALLA A., International Conference on Structural Analysis of Historic Constructions . 2010

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Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: the Hagia Irene Case Study

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