The optimized results have shown that the mechanical demands of the orthotropic steel deck stiffened plate are more easily met with larger span of cross beam and thicker top plate and U-stiffeners.

 
  • 優(yōu)化結果表明:適當增加橫隔板間距、加大頂板和U肋厚度能更有效地滿(mǎn)足結構受力和局部穩定要求。
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