The geometric nonlinearity of struction is considered with the actual situation of the bridge. Thirdly, the Midas/ Civil and TDV finite element model of this structure is established, and the first kind buckling problem is calculated and analyzed.

  • 结合背景桥梁的实际情况,主要考虑结构的几何非线性。再次,建立结构的Midas/Civil和TDV有限元模型,计算分析桥梁的一类稳定问题。

  • 互联网摘选 2025-01-20 17:35:39

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