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文章采用空间分析方法对受损桥梁进行了空间结构分析,并依据体外预应力在桥梁全断面的横向分布的分析结果,进行体外预应力加固设计。
The paper analyzes the spatial structure of the damaged bridge by using the method of spatial analysis. Based on the analysis of the lateral distribution of external prestress in the whole section of the bridge, the external prestress reinforcement design is carried out.