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    Evaluation and Strengthening of Large Precast Concrete Warehouse Structure

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 002
    Author:
    Denis Mitchell
    ,
    William D. Cook
    ,
    Dale G. Eyre
    ,
    Guy Maurel
    DOI: 10.1061/(ASCE)0887-3828(1990)4:2(70)
    Publisher: American Society of Civil Engineers
    Abstract: A large precast concrete warehouse and shipping structure was investigated in order to determine whether or not the structure needed to be strengthened for lateral loading. The inspection and analysis of the existing structure is described. A method for strengthening the structure for lateral loading was developed, and the details of construction of the strengthening scheme are illustrated. The strengthening scheme involved enlarging the central columns and pedestals of the structure by encasing these elements in reinforced concrete. A method of analyzing the behavior of a typical strengthened column, including the effects of load history, creep, and differential shrinkage is explained. Predictions of the response of the structure, accounting for the influence of the existing long‐term deformations in the exterior columns, are presented and compared with the required code capacities. The benefits of this strengthening scheme are described, and it is demonstrated that this approach is suitable for similar precast concrete structures.
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      Evaluation and Strengthening of Large Precast Concrete Warehouse Structure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43910
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    contributor authorDenis Mitchell
    contributor authorWilliam D. Cook
    contributor authorDale G. Eyre
    contributor authorGuy Maurel
    date accessioned2017-05-08T21:14:21Z
    date available2017-05-08T21:14:21Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290887-3828%281990%294%3A2%2870%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43910
    description abstractA large precast concrete warehouse and shipping structure was investigated in order to determine whether or not the structure needed to be strengthened for lateral loading. The inspection and analysis of the existing structure is described. A method for strengthening the structure for lateral loading was developed, and the details of construction of the strengthening scheme are illustrated. The strengthening scheme involved enlarging the central columns and pedestals of the structure by encasing these elements in reinforced concrete. A method of analyzing the behavior of a typical strengthened column, including the effects of load history, creep, and differential shrinkage is explained. Predictions of the response of the structure, accounting for the influence of the existing long‐term deformations in the exterior columns, are presented and compared with the required code capacities. The benefits of this strengthening scheme are described, and it is demonstrated that this approach is suitable for similar precast concrete structures.
    publisherAmerican Society of Civil Engineers
    titleEvaluation and Strengthening of Large Precast Concrete Warehouse Structure
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1990)4:2(70)
    treeJournal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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