主要的水库有最南面的北大港水库和最北面的玉桥水库。
Major reservoirs include the Beidagang reservoir in the extreme south and the Yuqiao reservoir in the extreme north.
首先对昆玉河斜拉桥做了动力模态分析、反应谱分析、主塔及全桥稳定性分析等常规分析。
Firstly, Routine analyses such as dynamic modal analysis, response spectrum analysis, buckling analysis were used to analyze the bridge.
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