The test and calculation results show that with prestressing not only the opening of the contraction joints is distinctly reduced, but also the natural frequency of arch dam increases in some degree.

 
  • 試驗和計算結果表明,在施加預應力之后,不僅在一定程度上減小了橫縫在強震荷載下的張開(kāi)度,也在一定程度上提高了非整體拱壩結構的自振頻率。
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