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    Brick Masonry: U.S. Office Building in Moscow

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author:
    James G. Gross
    ,
    Robert G. Mathey
    ,
    Charles Scribner
    ,
    William C. Stone
    DOI: 10.1061/(ASCE)0887-3828(1989)3:1(35)
    Publisher: American Society of Civil Engineers
    Abstract: The National Bureau of Standards conducted a structural assessment of the new U.S. Embassy Office Building being built in Moscow. This paper reports the portion of the assessment dealing with the brick masonry walls. It describes the walls and provides summaries of two site visits, laboratory studies, and an analysis of the exterior walls, parapet walls, penthouse walls, and interior brick masonry core walls. Numerous cracks were found in exterior walls, incomplete construction of interior core walls was documented, and inadequate lateral strength of parapet walls was identified. Remedial measures were recommended for correction of deficiencies. Companion papers provide background information about the structure and the investigation, an assessment of the primary structural system, and the potential for progressive collapse.
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      Brick Masonry: U.S. Office Building in Moscow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43872
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    contributor authorJames G. Gross
    contributor authorRobert G. Mathey
    contributor authorCharles Scribner
    contributor authorWilliam C. Stone
    date accessioned2017-05-08T21:14:17Z
    date available2017-05-08T21:14:17Z
    date copyrightFebruary 1989
    date issued1989
    identifier other%28asce%290887-3828%281989%293%3A1%2835%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43872
    description abstractThe National Bureau of Standards conducted a structural assessment of the new U.S. Embassy Office Building being built in Moscow. This paper reports the portion of the assessment dealing with the brick masonry walls. It describes the walls and provides summaries of two site visits, laboratory studies, and an analysis of the exterior walls, parapet walls, penthouse walls, and interior brick masonry core walls. Numerous cracks were found in exterior walls, incomplete construction of interior core walls was documented, and inadequate lateral strength of parapet walls was identified. Remedial measures were recommended for correction of deficiencies. Companion papers provide background information about the structure and the investigation, an assessment of the primary structural system, and the potential for progressive collapse.
    publisherAmerican Society of Civil Engineers
    titleBrick Masonry: U.S. Office Building in Moscow
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1989)3:1(35)
    treeJournal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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