1) equivalent design deflection
有效活载挠度
1.
Permissible deflection of bridge span is converted as equivalent design deflection of the layered system.
本文将桥梁铺装层及桥梁结构简化为弹性层状体系的力学模型 ,利用有效活载挠度作为设计弯沉值 ,计算了桥面柔性铺装层的厚度范围 ,供生产实践及相应规范指定参考。
2) live load deflection
活载挠度
1.
In the light of the phenomenon that the asymmetric loading deflection of long span suspension bridge is great and the maximum live load does not take place at the midspan of the bridge,the differences of envelope diagrams of the live load deflection due to installation of central cable band are compared.
针对大跨悬索桥中不对称加载挠度大和最大活载挠度不在跨中的现象,比较了中央扣引起的活载挠度包络图的差异。
3) efficiency of deformation
挠度荷载效率
5) load-deflection relation
荷载-挠度
1.
Based on the test results,the characteristics of crack and load-deflection relation of hybrid reinforced concrete beam are studied and a method is suggested for calculating the crack width and deflection of the hybrid reinforced concrete beam.
通过8根混杂配筋混凝土梁的抗弯试验,分析了混杂配筋混凝土梁裂缝和荷载-挠度的特点,并根据试验结果和理论分析,推荐了混杂配筋混凝土梁裂缝宽度和挠度的计算方法。
6) Fix the lotus carries to transform
恒载挠度
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