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    Structure: U.S. Office Building in Moscow

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author:
    Nicholas J. Carino
    ,
    William C. Stone
    ,
    Mary Sansalone
    ,
    Felix Y. Yokel
    ,
    Erik M. Hendrickson
    ,
    Emil Simiu
    ,
    James G. Gross
    ,
    Richard N. Wright
    DOI: 10.1061/(ASCE)0887-3828(1989)3:1(16)
    Publisher: American Society of Civil Engineers
    Abstract: The National Bureau of Standards conducted a structural assessment of the new U.S. Office Building being constructed in Moscow. This paper reviews the portion of the assessment dealing with the vertical and lateral load resistance of the structural System. The results of field, laboratory, and analytical studies are summarized. The structural assessment, which was based on current U.S. design practice, concluded that the structure was generally adequate for the design loads. However, serious construction deficiencies were noted in the joints of the precast columns and precast shear walls. Companion papers provide background information about the structure and review the findings related to the structure's resistance against progressive collapse and the condition of the brick masonry.
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      Structure: U.S. Office Building in Moscow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43870
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    contributor authorNicholas J. Carino
    contributor authorWilliam C. Stone
    contributor authorMary Sansalone
    contributor authorFelix Y. Yokel
    contributor authorErik M. Hendrickson
    contributor authorEmil Simiu
    contributor authorJames G. Gross
    contributor authorRichard N. Wright
    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%2816%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43870
    description abstractThe National Bureau of Standards conducted a structural assessment of the new U.S. Office Building being constructed in Moscow. This paper reviews the portion of the assessment dealing with the vertical and lateral load resistance of the structural System. The results of field, laboratory, and analytical studies are summarized. The structural assessment, which was based on current U.S. design practice, concluded that the structure was generally adequate for the design loads. However, serious construction deficiencies were noted in the joints of the precast columns and precast shear walls. Companion papers provide background information about the structure and review the findings related to the structure's resistance against progressive collapse and the condition of the brick masonry.
    publisherAmerican Society of Civil Engineers
    titleStructure: 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(16)
    treeJournal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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