摘要
The basic framework and method for the establishment of the multi-scale finite element model of long-span bridges were presented. Firstly, an initial model was established with the aids of the sub-structure technique according to design drawings of bridge, and then, a multi-scale model updating method was developed by using the multi-scale index constructed by the frequency, displacement and strain data, which were measured by the health monitoring system of the bridge. By using this updating method, a multi-scale baseline FEM of bridge was obtained, and the validity and practicability of which were investigated through the comparison between the measured data and the observations.
- 出版日期2017
- 单位三峡大学