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contributor authorHenning Agerskov
date accessioned2017-05-08T20:52:04Z
date available2017-05-08T20:52:04Z
date copyrightJune 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A6%281454%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29814
description abstractIn recent years, extensive and increasing use has been made of space trusses, especially in the form of double‐layer space grids. In the design, almost unlimited possibilities exist in practice for the choice of geometry of space trusses. This forms the background for a research project, in which the optimum design of double‐layer space trusses has been investigated. A literature study covering what has, until recently, been obtained as regards optimization of double‐layer space grids has been carried out as part of the investigation. Furthermore, actual cases, including both square and rectangular double‐layer space grids, simply supported along the entire edge or column‐supported at the corners, have been analyzed to determine the optimum design. An account of the most important achievement is given.
publisherAmerican Society of Civil Engineers
titleOptimum Geometry Design of Double‐Layer Space Trusses
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:6(1454)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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