The analysis of internal force is different from traditional beam bridge because of the influence factor such as skewness,torsional stiffness and supporting stiffness etc.

 
  • 傳統的計算方法雖然能夠將空間效應簡(jiǎn)便地轉化為平面問(wèn)題來(lái)處理,但是引入的過(guò)多假設很難反映結構的整體與局部效應。
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