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    Topological Mapping for Tension Structures

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author:
    E. Hernández-Montes
    ,
    R. Jurado-Piña
    ,
    E. Bayo
    DOI: 10.1061/(ASCE)0733-9445(2006)132:6(970)
    Publisher: American Society of Civil Engineers
    Abstract: The “form finding” methods for tension structures may be classified into two different groups: the linear and nonlinear methods. One of the linear methods is the force density method (FDM). In this paper advantage is taken of an important property of the FDM by which knowledge of the initial position of the nonfixed nodes of the structure is not needed, only the connectivity of the nodes is necessary for the solution of the problem. Accordingly, a new mapping method is presented that is based on topology, in contrast to the mapping methods used so far that are based exclusively on geometry. The most important contribution of this new approach is that due to mapping in topology, an initial guess of the equilibrium position is not needed as part of the solution process. The ease of implementation is also shown in this paper, along with future research that may improve this new idea. Several examples are presented that illustrate the applicability of this new method.
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      Topological Mapping for Tension Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34823
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    contributor authorE. Hernández-Montes
    contributor authorR. Jurado-Piña
    contributor authorE. Bayo
    date accessioned2017-05-08T20:59:53Z
    date available2017-05-08T20:59:53Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A6%28970%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34823
    description abstractThe “form finding” methods for tension structures may be classified into two different groups: the linear and nonlinear methods. One of the linear methods is the force density method (FDM). In this paper advantage is taken of an important property of the FDM by which knowledge of the initial position of the nonfixed nodes of the structure is not needed, only the connectivity of the nodes is necessary for the solution of the problem. Accordingly, a new mapping method is presented that is based on topology, in contrast to the mapping methods used so far that are based exclusively on geometry. The most important contribution of this new approach is that due to mapping in topology, an initial guess of the equilibrium position is not needed as part of the solution process. The ease of implementation is also shown in this paper, along with future research that may improve this new idea. Several examples are presented that illustrate the applicability of this new method.
    publisherAmerican Society of Civil Engineers
    titleTopological Mapping for Tension Structures
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:6(970)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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