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    Geometric Models of Deployable Metal Domes

    Source: Journal of Architectural Engineering:;1995:;Volume ( 001 ):;issue: 003
    Author:
    Lewis C. Schmidt
    ,
    Hewen Li
    DOI: 10.1061/(ASCE)1076-0431(1995)1:3(115)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new method for constructing metal domes. The method is basically one in which the whole structure is assembled initially at ground level in an essentially flat condition. By the use of posttensioning in an appropriate way, the space structure can be erected by deflecting into its final shape and into position. From the principle of deployable structures, this paper concludes that the basic problem of such a method is the geometric compatibility condition between the initial and final configurations. The geometric models that reflect the relationship between the planar layout and the space shape is established to describe the geometric compatibility condition of domes. An example of such deployable metal domes, taking into account the geometric models, mechanism condition, and appropriate posttensioning method, is given to illustrate the method. The finite-element analysis results of the example show that the proposed shape-formation method is feasible and the established geometric models are reliable. Potentially, this procedure can offer economics over traditional methods of construction of metal domes.
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      Geometric Models of Deployable Metal Domes

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    contributor authorLewis C. Schmidt
    contributor authorHewen Li
    date accessioned2017-05-08T21:21:42Z
    date available2017-05-08T21:21:42Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%291076-0431%281995%291%3A3%28115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48448
    description abstractThis paper presents a new method for constructing metal domes. The method is basically one in which the whole structure is assembled initially at ground level in an essentially flat condition. By the use of posttensioning in an appropriate way, the space structure can be erected by deflecting into its final shape and into position. From the principle of deployable structures, this paper concludes that the basic problem of such a method is the geometric compatibility condition between the initial and final configurations. The geometric models that reflect the relationship between the planar layout and the space shape is established to describe the geometric compatibility condition of domes. An example of such deployable metal domes, taking into account the geometric models, mechanism condition, and appropriate posttensioning method, is given to illustrate the method. The finite-element analysis results of the example show that the proposed shape-formation method is feasible and the established geometric models are reliable. Potentially, this procedure can offer economics over traditional methods of construction of metal domes.
    publisherAmerican Society of Civil Engineers
    titleGeometric Models of Deployable Metal Domes
    typeJournal Paper
    journal volume1
    journal issue3
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(1995)1:3(115)
    treeJournal of Architectural Engineering:;1995:;Volume ( 001 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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