The Basilica “Regina Montis Regalis” at Vicoforte is a monument of great historical and architectural significance, owing its fame to its big masonry elliptical dome, the largest of this shape the world over. The dome-drum system has suffered over the years from significant structural problems, due to its bold structural configuration and to progressive soil settlements. In 1983, concerns over the severe settlement and cracking phenomena affecting the structure prompted the decision to undertake inspection, monitoring, and strengthening interventions. A static monitoring system was thus set up to measure strains and stresses in the structure, crack propagation, as well as stresses in the reinforcing bars. In recent years, a thorough renovation of the monitoring system was carried out in the frame of a new and updated program of investigation and research. This program also led to the definition of the project for a new seismic and dynamic monitoring system, which constitutes the object of the present paper.
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机译：在Vicoforte的大教堂“Regina Montis Regalis”是历史和建筑意义的纪念碑，因为它的巨大砌体圆顶，这是世界上最大的世界。由于其大胆的结构配置和渐进式土壤定居点，圆顶鼓系统遭受了显着的结构性问题。 1983年，对影响结构的严重沉降和破解现象的担忧促使决定进行检查，监测和加强干预措施。因此，设置静态监测系统以测量结构，裂纹繁殖以及加强杆中的应力的测量菌株和应力。近年来，在新的和更新的调查和研究方案的框架中进行了彻底的监测系统改造。该计划还导致了新地震和动态监测系统项目的定义，该系统构成了本文的目的。
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