The mechanic behavior of CFST rib arch under in-plane load is studied. The simplified methods to calculate the structure's in-plane ultimate strength are discussed as well.
本文介绍了试验的情况，分析了模型肋拱面内受力全过程的性能，并初步探讨了其面内极限承载力的简化计算方法。
The mechanic behavior of CFST rib arch under in-plane load is studied. The simplified methods to calculate the structure's in-plane ultimate strength are discussed as well.
本文介绍了试验的情况，分析了模型肋拱面内受力全过程的性能，并初步探讨了其面内极限承载力的简化计算方法。
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