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contributor authorStefano Bennati
contributor authorLuca Nardini
contributor authorWalter Salvatore
date accessioned2017-05-08T20:59:15Z
date available2017-05-08T20:59:15Z
date copyrightNovember 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A11%281647%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34423
description abstractThe 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).
publisherAmerican Society of Civil Engineers
titleDynamic Behavior of a Medieval Masonry Bell Tower. Part I: Experimental Measurements and Modeling of Bell’s Dynamic Actions
typeJournal Paper
journal volume131
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:11(1647)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
contenttypeFulltext


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