TECHNICAL PAPERS
Nov 1, 2005

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

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Structural Engineering
Volume 131, Issue 11

Abstract

The work described herein was conducted within the framework of an ongoing research program on the dynamic behavior of the Tower of Matilde, the bell tower of the Cathedral of San Miniato, Pisa, Italy, an interesting case study for its current structural arrangement and the modifications it has undergone over the centuries. This paper (Part I) details the experimental analyses performed in order to obtain an accurate measure of both the motion of the tower’s bells and, consequently, the time function of the dynamic actions transmitted to the tower during their motion. We then demonstrate how it is possible to arrive at an accurate, even though approximate, analytical description of both the bells’ motion and their actions by means of only a few experimental measurements and a simple mechanical model (also called in the following additional mass model).

Get full access to this article

View all available purchase options and get full access to this article.

References

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, eds., Guimarães, Portugal, 431–444.
Bennati, S., Nardini, L., and Salvatore, W. (2005). “The Tower of Matilde in San Miniato: Experimental measures and analytical description of the bells’ dynamical actions.” Proc., Dept. of Structural Engineering, Pisa, Italy, in press.
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.
Blakeborough, A. (2001). “An analytical response of church bells to earthquake excitation.” J. Earthquake Eng., 5(1), 69–92.
Cristiani Testi, M. L. (1967). San Miniato al Tedesco: Saggio di storia urbanistica e architettonica, Marchi & Bertolli, Firenze, Italy (in Italian).
DIN. (1978). “Bell towers: Calculation and constructional design.” DIN 4178, Glockentürme Berechnung und Ausführung, Germany (in German).
Heyman, J., and Threlfall, B. D. (1976). “Intertia forces due to bell-ringing.” Int. J. Mech. Sci., 18, 161–164.
Kanya, J. (1968). Glockentürmen: Entwurf, konstruction, berechnung, Bauveralg GMBH, Wiesbaden, Germany, 19–29.
Lagomarsino, S., and Sassu, M. (1993). “Sperimentazione e modellazione numerica nella manutenzione e nell’adeguamento di antichi edifici a torre: Il campanile del duomo di Castelnuovo Garfagnana.” Proc., Atti dal 6th Convegno Nazionale L’Ingegneria Sismica in Italia, Perugia, Italy, 617–626 (in Italian).
Lotti, D. (1980). San Miniato: Vita di un’antica città, SAGEP, Genova, Italy (in Italian).
Manuale dell’architetto. (1986). CNR, Italy (in Italian).
Meskouris, K. (2000). Structural dynamics: Models, methods, examples, Wiley, New York.
Müller, F. P. (1968). Berechnung und konstruction von glockentürmen, Verlag Von Wilheim Ernst & Sohn, Berlin, 2–15.
Nardini, L. (2001). “Indagine numerica e sperimentale sul comportamento statico e dinamico della Torre di Matilde in S. Miniato.” Final dissertation, Civil Engineering Degree, Pisa, Italy (in Italian).
Smirnov, V. I. (1964). A course of higher mathematics, Vol. III, Pergamon, Oxford, U.K.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 131Issue 11November 2005
Pages: 1647 - 1655

History

Received: Dec 23, 2003
Accepted: Oct 15, 2004
Published online: Nov 1, 2005
Published in print: Nov 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Barry Thomas Rosson

Authors

Affiliations

Stefano Bennati [email protected]
Full Professor, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy (corresponding author). E-mail: [email protected]
Luca Nardini [email protected]
PhD Student, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy. E-mail: [email protected]
Walter Salvatore [email protected]
Assistant Professor, Dept. of Structural Engineering, Univ. of Pisa, Via Diotisalvi 2, 56126 Pisa, Italy. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share