在对“中油海5”钻井平台悬臂梁实地勘测的基础上，确定危险应力区。
Based on the field surveys about the cantilever beams of the "CPOE5" oil-drilling platform, dangerous stress areas are determined.
7米的弯曲悬臂由一个混凝土结构支撑，以音波“弹簧”从基础中分离开。
The 7m curved cantilever is supported by a concrete frame which in turn is separated from the foundations by acoustic 'springs'.
此偏载系数的取值是建立在对一些4 车道钢筋混凝土箱形截面悬臂梁桥的分析模型基础上。
This modifying factor is determined on the basis of the analysis on some concrete box girder cantilever beam bridges with 4 lanes.
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