In this paper, the effect of the spandrel on the lateral stability of deck-type arch is analyzed and a formula to determine the critical load is given.

 
  • 本文在模型實(shí)驗基礎上,采用能量方法分析了上承式雙肋拱橋的橫向穩定性,給出了上承式肋拱橋橫向失穩臨界荷載計算式。
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