Experimental analysis of the “Saint Andrea” Masonry Bell Tower in Venice. A new method for the determination of “Tower Global Young’s Modulus E”

Author:

Russo G.,Bergamo O.,Damiani L.,Lugato D.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. Dynamic behavior of a medieval bell tower. Part I: Experimental measurement and modelling of bell’s dynamic action;Bennati;J Struct Eng, ASCE,2005

2. Dynamic behavior of a medieval masonry bell tower. II: Measurement and modeling of the tower motion;Bennati;J Struct Eng, ASCE,2005

3. Mechanical behaviour of historic masonry structures strengthened by bed joints structural repointing;Valluzzi;Construction and Building Materials, Elsevier,2005

4. Carpinteri A, Lacidogna G. Structural monitoring and diagnostic by the acoustic emission technique: Scaling of dissipated energy in compression. In: Proc., 9th int. congress on sound and vibration, Paper N. 166. 2002

5. Structural monitoring and integrity assessment os medieval towers;Carpinteri;J Struct Eng, ASCE,2006

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