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

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author:
    Stefano Bennati
    ,
    Luca Nardini
    ,
    Walter Salvatore
    DOI: 10.1061/(ASCE)0733-9445(2005)131:11(1647)
    Publisher: American Society of Civil Engineers
    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).
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      Dynamic Behavior of a Medieval Masonry Bell Tower. Part I: Experimental Measurements and Modeling of Bell’s Dynamic Actions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34423
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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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