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    Structural Monitoring and Integrity Assessment of Medieval Towers

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author:
    Alberto Carpinteri
    ,
    Giuseppe Lacidogna
    DOI: 10.1061/(ASCE)0733-9445(2006)132:11(1681)
    Publisher: American Society of Civil Engineers
    Abstract: This investigation concerns the structural stability of two medieval buildings, “Torre Sineo” and “Torre Astesiano,” rising in the center of Alba, a characteristic town in Piedmont, Italy. The geometrical and structural aspects of these masonry towers were analyzed and tests were performed to assess the evolution of damage phenomena. The slant of the towers was determined with the customary topographic survey methods. Nondestructive testing methods were used, instead, to determine the extent of damage and cracking and to assess the evolution of these phenomena over time. The damage processes underway in some portions of the masonry were monitored using the acoustic emission (AE) technique. The latter method makes it possible to estimate the amount of energy released during the fracture process and to obtain information on the criticality of ongoing processes. Finally, an ad hoc theory based on fractal concepts for assessing the stability of masonry structures from the data obtained with the AE technique is proposed.
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      Structural Monitoring and Integrity Assessment of Medieval Towers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34678
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    contributor authorAlberto Carpinteri
    contributor authorGiuseppe Lacidogna
    date accessioned2017-05-08T20:59:40Z
    date available2017-05-08T20:59:40Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A11%281681%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34678
    description abstractThis investigation concerns the structural stability of two medieval buildings, “Torre Sineo” and “Torre Astesiano,” rising in the center of Alba, a characteristic town in Piedmont, Italy. The geometrical and structural aspects of these masonry towers were analyzed and tests were performed to assess the evolution of damage phenomena. The slant of the towers was determined with the customary topographic survey methods. Nondestructive testing methods were used, instead, to determine the extent of damage and cracking and to assess the evolution of these phenomena over time. The damage processes underway in some portions of the masonry were monitored using the acoustic emission (AE) technique. The latter method makes it possible to estimate the amount of energy released during the fracture process and to obtain information on the criticality of ongoing processes. Finally, an ad hoc theory based on fractal concepts for assessing the stability of masonry structures from the data obtained with the AE technique is proposed.
    publisherAmerican Society of Civil Engineers
    titleStructural Monitoring and Integrity Assessment of Medieval Towers
    typeJournal Paper
    journal volume132
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:11(1681)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    contenttypeFulltext
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