The nonlinear buckling analysis of a large complex roof reticulated shell is made and a real time assessment of structural stability is presented.

 
  • 進(jìn)行了大型屋頂網(wǎng)殼結構的非線(xiàn)性屈曲分析,提出了支撐鋼牛腿失效后網(wǎng)殼結構穩定性的實(shí)時(shí)評估策略。
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