Giving a compositive method which uses assumed load method and stress balanced method determine the reasonable completed bridge states of no back-stays & inclinedpylon cable-stayed Bridge. The reasonablecompleted bridgestate of Hongshan Bridge has been got that using this method.
对无背索斜塔斜拉桥的合理成桥状态确定进行了研究,提出将假载法和应力平衡法综合运用的方法,并以洪山大桥为例求得了一个较为合理的成桥状态。
参考来源 - 无背索斜塔斜拉桥的静力性能及合理成桥状态研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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