介绍了桥梁承载能力静动态鉴定的理论、试验结果及软件研制。
Theory and experience results of bridge bearing capacity identified by dynamic and static method are presented.
因此研究一种简便、快捷的桥梁承载能力以及损伤识别的方法具有重要的现实意义。
So it is an important realistic significance to explore a simple rapid approach to detect bridge load capacity and bridge damage.
校验系数作为评价桥梁承载能力的指标应该有比较严格的定义和较为准确的计算方法。
As the indicator of evaluating the carrying capacity of the bridge, calibration coefficient should have Strict definition and accurate methods of calculation.
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