对结构破坏机理进行研究,分析结构的水压超载破坏渐近过程和超载安全系数,进一步确定结构的安全储备。
The failure mechanism of structure is analyzed, in this way the safety factor under water press overload is acquired, so that the safety stock and the failure processing can be clearly known.
采用超载法、强度折减法及点安全系数法评价下坝线拱坝的安全度,为该水电站坝线比选提供技术依据和科研成果支撑。
The results obtained by these methods will play a role of support to technical basis and scientific research achievements for choosing dam line.
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