Dynamic Behavior of a Medieval Masonry Bell Tower. II: Measurement and Modeling of the Tower Motion

Author:

Bennati Stefano123,Nardini Luca123,Salvatore Walter123

Affiliation:

1. Full Professor, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy.

2. PhD Student, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy.

3. Assistant Professor, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. Beconcini M. L. Bennati S. and Salvatore W. (2001). “Structural characterisation of a medieval bell tower: First historical experimental and numerical investigations.” Proc. 3rd Int. Seminar Structural Analysis of Historical Constructions Historical Constructions 2001 Possibilities of Numerical and Experimental Techniques P. B. Lourenço and P. Roca ed. Guimarães Portugal 431–444.

2. Dynamic Behavior of a Medieval Masonry Bell Tower. Part I: Experimental Measurements and Modeling of Bell’s Dynamic Actions

3. Bennati S. Nardini L. and Salvatore W. (2005b). “The Tower of Matilde in San Miniato and its dynamic behaviour: some first results.” Proc. Dept. of Structural Engineering Pisa Italy in press.

4. Bennati S. Salvatore W. Nardini L. and Della Maggiora M. (2002). “The bell’s dynamic action on a historical masonry tower.” Proc. 5th European Conf. on Structural Dynamics EURODYN 2002 Munich Germany 1495–1504.

5. Binda L. and Anzani A. (1997). “The safety of ancient masonry towers: A survey on the effects of heavy dead loads.” Proc. Int. Conf. on Studies in Ancient Structures Istanbul Turkey.

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