Development of load code and controlling load condition were discussed,Detailed analysis of cable-truss,bridge tower,stiffening girder and anchorage was done which proved that LSCTB is a competing bridge type.

 
  • 在全橋整體分析中,對索桁架結構、橋塔和加勁梁在各種最不利荷載組合的情況進(jìn)行了詳細分析,并提出了錨碇的初步設計方案。 通過(guò)翔實(shí)的靜力研究證明了大跨索桁橋是一種材料節省,靜力剛度大,具有良好的經(jīng)濟指標和使用性能的新橋型。
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