A study on the structural stability of the Asinelli Tower in Bologna

被引：31

作者：

Carpinteri, Alberto ^{[1
]}

Lacidogna, Giuseppe ^{[1
]}

Manuello, Amedeo ^{[1
]}

Niccolini, Gianni ^{[1
]}

机构：

[1] Politecn Torino, Dept Struct Geotech & Bldg Engn, Corso Duca Abruzzi 24, I-10129 Turin, Italy

来源：

STRUCTURAL CONTROL & HEALTH MONITORING | 2016年 / 23卷 / 04期

关键词：

acoustic emission; damage evolution; seismic effects; masonry structures; non-destructive monitoring; MASONRY;

D O I：

10.1002/stc.1804

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study concerns the structural stability of the Asinelli Tower in Bologna. This building is the tallest and, with the Garisenda Tower, the most undisputed symbol of the City of Bologna. The stability conditions of the tower were analyzed by means of the Acoustic Emission technique. Specifically, this approach was used to analyze the influence of repetitive and impulsive events of natural or anthropic origin, such as earthquakes, wind, or vehicle traffic on the damage evolution of the tower. Copyright (c) 2015 John Wiley & Sons, Ltd.

引用

页码：659 / 667

页数：9

共 19 条

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