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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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