在此基础上对钢筋混凝土桥梁进行疲劳可靠度分析。
On this basis, the fatigue reliability of the reinforced concrete bridge was analyzed.
最后以一简支钢筋混凝土桥梁为例，证明了该方法的有效性、实用性和稳定性。
The validity, the practicability and the stability of the method were demonstrated by a simply supported reinforced concrete bridge as an example.
结果表明，该模型可用于大气环境下基于碳化的钢筋混凝土桥梁结构耐久性评估。
It shows that the stochastic model can be used to durability assess of existing reinforced concrete structures in atmosphere environment.
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