Derives limit condition equation of bridge loading capacity under damnification status on the basis of resisting force model and loading model.
在抗力衰减模型及桥梁荷载模型的基础上，推导出了损伤状态下桥梁结构承载力极限状态方程。
Combining resisting force effect factors time variation model, the static and dynamic test, which is in different situation, is simulated.
结合抗力影响因素时变模型，模拟不同状态下的桥梁静动载试验的过程。
The key issue for establishing calculating model of segments is to consider the influence of the joint and ground resisting force to the structure.
管片计算模型的建立主要是考虑接头和土层抗力两种因素对结构的影响。
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