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许士杰, 王元丰. 钢管混凝土肋拱桥拱肋截面几何特性计算的探讨[J]. 力学与实践, 1999, 21(5): 48-48. DOI: 10.6052/1000-0879-1999-166
引用本文: 许士杰, 王元丰. 钢管混凝土肋拱桥拱肋截面几何特性计算的探讨[J]. 力学与实践, 1999, 21(5): 48-48. DOI: 10.6052/1000-0879-1999-166
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APPROACH TO THE CALCULATION FOR CROSS-SECTIONAL PARAMETERS OF CONCRETE FILLED STEEL TUBULAR RIBBED-ARCH BRIDGES[J]. MECHANICS IN ENGINEERING, 1999, 21(5): 48-48. DOI: 10.6052/1000-0879-1999-166
Citation: APPROACH TO THE CALCULATION FOR CROSS-SECTIONAL PARAMETERS OF CONCRETE FILLED STEEL TUBULAR RIBBED-ARCH BRIDGES[J]. MECHANICS IN ENGINEERING, 1999, 21(5): 48-48. DOI: 10.6052/1000-0879-1999-166
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钢管混凝土肋拱桥拱肋截面几何特性计算的探讨

APPROACH TO THE CALCULATION FOR CROSS-SECTIONAL PARAMETERS OF CONCRETE FILLED STEEL TUBULAR RIBBED-ARCH BRIDGES

    摘要
  • 摘要: 讨论了钢管混凝土拱肋截面几何特性计算几种不同方法之间的区别与联系．

     

    Abstract: Concrete Filled Steel Tubular (CFST) ribs axe composite members in which is the confining force between the two kinds of materials: stecl and concrete. It is useful to calculate the geometric characteristics of CFST members reasonably with considering the conflning force. In this paper, a rational method is suggested.

     

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