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    Assessment of Repairs and Strengthening of a Historic Masonry Pagoda Using a Vibration-Based-Method

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author:
    S. W. Li
    ,
    J. W. Wei
    ,
    T. Y. Li
    ,
    Q. M. Li
    ,
    A. J. Bell
    DOI: 10.1061/(ASCE)0733-9445(2009)135:1(67)
    Publisher: American Society of Civil Engineers
    Abstract: The East Pagoda of Yongzuo Monastery (Twin Pagodas Monastery), built in Taiyuan city during the Chinese Wanli Period (1573–1619 AC) of the Ming Dynasty, has suffered serious movement and damage. A series of maintenance and refurbishment projects, including foundation reinstatement (Phase I), foundation strengthening (Phase II), structural reinforcement and interior/exterior repairs (Phase III), were completed between 1992 and 1997. The dynamic characteristics of the East Pagoda were measured consistently before Phase I, after Phase II, and after Phase III. These measurements were used to obtain the change of the stiffness of each story of the pagoda in order to assess the effects of each of the phases of work on the condition of the pagoda. It has been shown that this vibration-based inspection method offers an easy and useful means to identify the weakness of a structure and assess the effects of strengthening and repairs of a historic building.
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      Assessment of Repairs and Strengthening of a Historic Masonry Pagoda Using a Vibration-Based-Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35341
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    • Journal of Structural Engineering

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    contributor authorS. W. Li
    contributor authorJ. W. Wei
    contributor authorT. Y. Li
    contributor authorQ. M. Li
    contributor authorA. J. Bell
    date accessioned2017-05-08T21:00:45Z
    date available2017-05-08T21:00:45Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A1%2867%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35341
    description abstractThe East Pagoda of Yongzuo Monastery (Twin Pagodas Monastery), built in Taiyuan city during the Chinese Wanli Period (1573–1619 AC) of the Ming Dynasty, has suffered serious movement and damage. A series of maintenance and refurbishment projects, including foundation reinstatement (Phase I), foundation strengthening (Phase II), structural reinforcement and interior/exterior repairs (Phase III), were completed between 1992 and 1997. The dynamic characteristics of the East Pagoda were measured consistently before Phase I, after Phase II, and after Phase III. These measurements were used to obtain the change of the stiffness of each story of the pagoda in order to assess the effects of each of the phases of work on the condition of the pagoda. It has been shown that this vibration-based inspection method offers an easy and useful means to identify the weakness of a structure and assess the effects of strengthening and repairs of a historic building.
    publisherAmerican Society of Civil Engineers
    titleAssessment of Repairs and Strengthening of a Historic Masonry Pagoda Using a Vibration-Based-Method
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:1(67)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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