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    Stiffness of Free‐Standing Stairs with 180° Turn

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author:
    Anna‐Maria O. Skouteropoulou
    ,
    Stathis N. Bousias
    ,
    Michael N. Fardis
    DOI: 10.1061/(ASCE)0733-9445(1987)113:12(2415)
    Publisher: American Society of Civil Engineers
    Abstract: Two types of free‐standing stairs, each having an axis that makes a 180° turn in plan, are considered. In the first, the horizontal projection of the axis consists of a central semicircle and two equal straight parts, and in the second, it consists of a straight central part and one quarter‐circle at each end. The internal forces of the stair are expressed in terms of the force vector at its top, and its full
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      Stiffness of Free‐Standing Stairs with 180° Turn

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    contributor authorAnna‐Maria O. Skouteropoulou
    contributor authorStathis N. Bousias
    contributor authorMichael N. Fardis
    date accessioned2017-05-08T20:52:18Z
    date available2017-05-08T20:52:18Z
    date copyrightDecember 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A12%282415%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29970
    description abstractTwo types of free‐standing stairs, each having an axis that makes a 180° turn in plan, are considered. In the first, the horizontal projection of the axis consists of a central semicircle and two equal straight parts, and in the second, it consists of a straight central part and one quarter‐circle at each end. The internal forces of the stair are expressed in terms of the force vector at its top, and its full
    publisherAmerican Society of Civil Engineers
    titleStiffness of Free‐Standing Stairs with 180° Turn
    typeJournal Paper
    journal volume113
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:12(2415)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    contenttypeFulltext
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