Abaqus鋼筋混凝土框架分析時遇到問題了？
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The plasticity/creep/connector friction algorithm did not converge at 234 points
The plasticity/creep/connector friction algorithm did not converge at 27 points
The plasticity/creep/connector friction algorithm did not converge at 3 points
The plasticity/creep/connector friction algorithm did not converge at 2 points
The plasticity/creep/connector friction algorithm did not converge at 2 points
The plasticity/creep/connector friction algorithm did not converge at 1 points
The plasticity/creep/connector friction algorithm did not converge at 1 points
1，可能是局部網格變形太大造成的，檢查一下網格。
2，有時候材性也會有這種影響（尤其在人為），可以把混凝土的先改為彈性。