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    Partial Collapse of John Purdue Block, a Historic Brick Masonry Structure

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author:
    John D. Reins
    DOI: 10.1061/(ASCE)CF.1943-5509.0000701
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the partial collapse of John Purdue Block, a historic masonry structure in Lafayette, Indiana. The collapse occurred while the structure was being renovated and modified to prepare it for a new occupancy and usage. Prior to the start of the project, masonry strengths were not assessed or even estimated, and the primary structural elements were not analyzed for the proposed changes in loading and geometry. Relatively modest loads on the masonry walls and columns, coupled with a long-term performance without distress, may have provided a false sense of confidence that the structure could safely withstand comparatively minor changes in geometry and loading. Subsequent testing and analysis revealed the cause of the failure to be localized compressive stresses that exceeded the ultimate capacity of the brick masonry.
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      Partial Collapse of John Purdue Block, a Historic Brick Masonry Structure

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    contributor authorJohn D. Reins
    date accessioned2017-12-16T09:20:16Z
    date available2017-12-16T09:20:16Z
    date issued2016
    identifier other%28ASCE%29CF.1943-5509.0000701.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4241571
    description abstractThis paper discusses the partial collapse of John Purdue Block, a historic masonry structure in Lafayette, Indiana. The collapse occurred while the structure was being renovated and modified to prepare it for a new occupancy and usage. Prior to the start of the project, masonry strengths were not assessed or even estimated, and the primary structural elements were not analyzed for the proposed changes in loading and geometry. Relatively modest loads on the masonry walls and columns, coupled with a long-term performance without distress, may have provided a false sense of confidence that the structure could safely withstand comparatively minor changes in geometry and loading. Subsequent testing and analysis revealed the cause of the failure to be localized compressive stresses that exceeded the ultimate capacity of the brick masonry.
    publisherAmerican Society of Civil Engineers
    titlePartial Collapse of John Purdue Block, a Historic Brick Masonry Structure
    typeJournal Paper
    journal volume30
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000701
    treeJournal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian