One of the major causes leading to the deteriorations like the deflection and cracking of current long span prestressed concrete (PC) beam bridge is the underestimation of prestressing loss.

 
  • 摘要預應力損失估計不足是目前大跨度預應力混凝土梁橋出現下?lián)?、開(kāi)裂等病害的主要原因之一。
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