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    Test of Post‐Tensioned Flat Plate with Banded Tendons

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author:
    Ned H. Burns
    ,
    Roongroj Hemakom
    DOI: 10.1061/(ASCE)0733-9445(1985)111:9(1899)
    Publisher: American Society of Civil Engineers
    Abstract: This investigation was undertaken to observe the strength and behavior of a one‐half scale, nine panel, flat plate with a banded arrangement of unbonded tendons. The test slab had three 10‐ft spans in each direction and 2.5 ft overhangs on two edges with the nominal thickness measured at 2.75 in. The slab was designed with a low
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      Test of Post‐Tensioned Flat Plate with Banded Tendons

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29627
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    contributor authorNed H. Burns
    contributor authorRoongroj Hemakom
    date accessioned2017-05-08T20:51:45Z
    date available2017-05-08T20:51:45Z
    date copyrightSeptember 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A9%281899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29627
    description abstractThis investigation was undertaken to observe the strength and behavior of a one‐half scale, nine panel, flat plate with a banded arrangement of unbonded tendons. The test slab had three 10‐ft spans in each direction and 2.5 ft overhangs on two edges with the nominal thickness measured at 2.75 in. The slab was designed with a low
    publisherAmerican Society of Civil Engineers
    titleTest of Post‐Tensioned Flat Plate with Banded Tendons
    typeJournal Paper
    journal volume111
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:9(1899)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    contenttypeFulltext
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