Javascript must be enabled to continue!
One-Year Monitoring of a Historic Bell Tower
View through CrossRef
In 2003, people working in the San Luzi, Zuoz, bell tower reported excessive tower vibrations when ringing bells. Zuoz is a village in the Upper Engadin Valley, Switzerland. Measurements performed in 2004 showed a maximum tower vibration velocity amplitude of 16 mm/s which is more than five times the acceptable value ([1], [2], [3]). In 2008 the two large bells (out of four) were equipped with cranked yokes and their pendulum frequency was reduced to get a larger distance to the tower natural frequency. Measuring again in 2009 yielded the two large bells no longer exciting large tower vibrations. However, this was not true for bell No. 3. Subsequently, this bell's pendulum frequency was also reduced. In 2011, measurements showed that this last measure had negative instead of positive effects. And, now disposing of three values, the tower natural fundamental frequency was found to be somewhere in the f = 1.43...1.50 Hz region. It was then decided to monitor the tower dynamic behavior for one year to get reliable information on the natural frequency scatter. Monitoring started June 11, 2012, and ended October 7, 2013. The results: a) The tower fundamental frequency varied in an f = 1.42...1.59 Hz range, b) The tower is stiffer in winter than in summer, c) On a daily or weekly schedule, the tower fundamental frequency is following the temperature curve: increasing stiffness with increasing temperature and vice versa. A possible explanation for this contradiction is given. Due to space restrictions, also monitored bell ringing excited tower vibrations can not be discussed here.
Title: One-Year Monitoring of a Historic Bell Tower
Description:
In 2003, people working in the San Luzi, Zuoz, bell tower reported excessive tower vibrations when ringing bells.
Zuoz is a village in the Upper Engadin Valley, Switzerland.
Measurements performed in 2004 showed a maximum tower vibration velocity amplitude of 16 mm/s which is more than five times the acceptable value ([1], [2], [3]).
In 2008 the two large bells (out of four) were equipped with cranked yokes and their pendulum frequency was reduced to get a larger distance to the tower natural frequency.
Measuring again in 2009 yielded the two large bells no longer exciting large tower vibrations.
However, this was not true for bell No.
3.
Subsequently, this bell's pendulum frequency was also reduced.
In 2011, measurements showed that this last measure had negative instead of positive effects.
And, now disposing of three values, the tower natural fundamental frequency was found to be somewhere in the f = 1.
43.
1.
50 Hz region.
It was then decided to monitor the tower dynamic behavior for one year to get reliable information on the natural frequency scatter.
Monitoring started June 11, 2012, and ended October 7, 2013.
The results: a) The tower fundamental frequency varied in an f = 1.
42.
1.
59 Hz range, b) The tower is stiffer in winter than in summer, c) On a daily or weekly schedule, the tower fundamental frequency is following the temperature curve: increasing stiffness with increasing temperature and vice versa.
A possible explanation for this contradiction is given.
Due to space restrictions, also monitored bell ringing excited tower vibrations can not be discussed here.
Related Results
Bell inequalities for device-independent protocols
Bell inequalities for device-independent protocols
The technological era that we live in is sometimes described as the Information Age. Colossal amounts of data are generated every day and considerable effort is put into creating t...
The Delta Tower: A Light, Compliant Tower for the Gulf of Mexico
The Delta Tower: A Light, Compliant Tower for the Gulf of Mexico
ABSTRACT
The concept which is described in the paper is applicable to fields located in the Gulf of Mexico in water depths ranging from 1 000 to 1 750 feet. The c...
Exploring quantum many-body systems from an entanglement and nonlocality perspective
Exploring quantum many-body systems from an entanglement and nonlocality perspective
Entanglement and non-local correlations give rise to unprecedented phenomena with no classical analogue. As a result, they have settled themselves as fundamental properties in the ...
Lena Guyed Tower Project Overview
Lena Guyed Tower Project Overview
ABSTRACT
The installation of the Lena guyed tower was one of the industry's most significant accomplishments of 1983. This paper serves as an introduction to a se...
Benguela-Belize Compliant Piled Tower: Tower Design
Benguela-Belize Compliant Piled Tower: Tower Design
Abstract
The compliant tower is a proven bottom-founded platform which has been used successfully for three developments in the Gulf of Mexico. The compliant towe...
VolturnUS 1:8-Scale FRP Floating Wind Turbine Tower: Analysis, Design, Testing and Performance
VolturnUS 1:8-Scale FRP Floating Wind Turbine Tower: Analysis, Design, Testing and Performance
In May of 2013 the VolturnUS 1:8 floating semi-submersible wind turbine was successfully deployed off the coast of Castine, Maine, making the unit the first grid connected offshore...
Design of the Lena Guyed Tower
Design of the Lena Guyed Tower
ABSTRACT
The 1983 Lena platform installation in 1000 feet of water in the Gulf of Mexico culminated twelve years of guyed tower development. During the Lena desig...
OPTIMALISASI LETAK TOWER CRANE TERHADAP WAKTU SIKLUS PADA PROYEK Y
OPTIMALISASI LETAK TOWER CRANE TERHADAP WAKTU SIKLUS PADA PROYEK Y
In a construction project, there are various kinds of very complex activities. Therefore, heavy equipment, especially Tower Cranes is used to assist the work on the construction pr...

