Based on the constitutive relation of combinatorial material of concrete filled steel tube(CFST),the calculation analyzes linear and nonlinear reactions of rib arch under static loads.

 
  • 考慮拱肋初始撓度等缺陷的影響,采用鋼管混凝土組合材料的本構關(guān)系,建立鋼管混凝土單圓管肋拱計算模型。
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