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通过模型试验和理论分析,提出了关于斜拉桥桥面板局部屈 曲的临界荷载实用计算公式,并对提高桥面板的局部稳定性问题进行了讨论 和提出了一些改进措施。
Based on the model test and theoretical analysis, a practical calculation formula of critical load for local buckling of cable-stayed bridge deck is put forward and the problems of improving the local stability of bridge deck plate are discussed and some improvements are proposed.