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立體拱架結構性能的試驗研究

Experimental study on the structural performance of a three-dimensional arch structure

  • 摘要: 立體拱架結構體系是在綜合了索及拱結構等優點的基礎上,構思出的一種新型大跨度空間結構形式.作為一種輕巧、高效的大跨度結構,立體拱架結構已經有廣泛的應用.為了進一步研究該結構形式的受力性能,制作了比例為1∶20的縮尺模型,并進行試驗研究.結果表明:在荷載作用下,拱腳受力最大,其余構件受力較小且處于彈性階段;索對提高結構承載力及抵抗結構變形起到非常重要的作用.

     

    Abstract: The three-dimensional arch structure is a new style of large-span structure, which synthesizes the advantages of the arch and dragline. As a light and highly active structure, the three-dimensional arch structure has been used widely. In order to make further research on the mechanical behavior of the structure, a 1:20 scale model test was carried. The test data show that the stress of the springing is the greatest and those of the other structure parts are less. The dragline is important to improve the bearing capacity and the ability of resisting deformation.

     

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