According to the complex behavior of strip foundation beams of pile, the internal stress distribution of foundation beams is influenced by the indetermination and random of the bearing capacity of pile foundations under the beams.

 
  • 摘要在考慮基樁承載力差異性和樁土共同工作等因素的基礎上引入隨機優(yōu)化分析理論,提出了基樁承載力隨機生成的計算機方法,并采用遺傳算法對承臺梁內力進(jìn)行隨機分析。
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