In this dissertation, the structure bearing capacity reliability of the used reinforced concrete beam-bridge is researched by structure reliability Theory.
本文依据结构可靠度理论，对在用钢筋混凝土梁桥的承载力可靠度进行研究。
Inspired by suspension bridge, the wire cable is used to reinforce the wide and flat reinforced concrete beam.
受悬索桥启发，利用钢丝绳索加固钢筋混凝土宽扁梁是在特殊条件和环境下的一种尝试。
The reasons of cracking and large deformation on common reinforced concrete continuous beam bridge were discussed.
普通 钢筋 混凝土 连续箱梁桥产生开裂和过大的变形等问题的产生原因进行了一定的探讨。
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