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    Super Bar Theory and BP System in Super Span Flat Space Frames

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author:
    Bin-Bing Wang
    DOI: 10.1061/(ASCE)0733-9445(2000)126:11(1365)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, possible solutions to the constraints of flat space frames in large spans are summarized, including the application of multilayer forms, the introduction of novel simplexes, and the improvement in structural components. Then the base-reinforced pyramid (BP) system, which is formed by reinforcing the base of a rectangular pyramid by crossing bars, is introduced as a successful attempt to reduce maximum bar forces in double-layer space frames without densifying grids. Properties of the BP system are reviewed. Super bar theory is introduced to cope with the buckling and large internal forces of long bars. Therefore, large grids can be realized in super span flat space frames with lightweight and large clear space. Under this concept, either a reciprocal prism or, generally, its derivatives, which are composed of much shorter bars, replace long bars. Factors affecting the efficiency of super bars are analyzed in detail, and their joint design is also recommended. Details of designing bars are clarified. The efficiency of a 200-m-span flat double-layer BP grid employing super bars as long components is proven by case studies. Finally, a new concept with reduced cross-section is developed for a super bar system to achieve a further reduction in weight.
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      Super Bar Theory and BP System in Super Span Flat Space Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33313
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    contributor authorBin-Bing Wang
    date accessioned2017-05-08T20:57:33Z
    date available2017-05-08T20:57:33Z
    date copyrightNovember 2000
    date issued2000
    identifier other%28asce%290733-9445%282000%29126%3A11%281365%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33313
    description abstractIn this paper, possible solutions to the constraints of flat space frames in large spans are summarized, including the application of multilayer forms, the introduction of novel simplexes, and the improvement in structural components. Then the base-reinforced pyramid (BP) system, which is formed by reinforcing the base of a rectangular pyramid by crossing bars, is introduced as a successful attempt to reduce maximum bar forces in double-layer space frames without densifying grids. Properties of the BP system are reviewed. Super bar theory is introduced to cope with the buckling and large internal forces of long bars. Therefore, large grids can be realized in super span flat space frames with lightweight and large clear space. Under this concept, either a reciprocal prism or, generally, its derivatives, which are composed of much shorter bars, replace long bars. Factors affecting the efficiency of super bars are analyzed in detail, and their joint design is also recommended. Details of designing bars are clarified. The efficiency of a 200-m-span flat double-layer BP grid employing super bars as long components is proven by case studies. Finally, a new concept with reduced cross-section is developed for a super bar system to achieve a further reduction in weight.
    publisherAmerican Society of Civil Engineers
    titleSuper Bar Theory and BP System in Super Span Flat Space Frames
    typeJournal Paper
    journal volume126
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2000)126:11(1365)
    treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 011
    contenttypeFulltext
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