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以实际工程为背景 ,设计了斜拉桥鞍座锚固区模型试验方案 ,由空间应力分析的成果及其与试验实测值的比较 ,探讨了锚固区的受力特点 ,得到了一些有益的结论 .
Based on the actual engineering background, the model test scheme of the anchorage zone of the cable-stayed bridge saddle is designed. Based on the results of space stress analysis and comparison with the measured values, the mechanical characteristics of the anchorage zone are discussed. Some useful conclusions are obtained.