1) weighted increment model
加权增量模式
3) weighted modulus
加权模量
1.
Based on the empirical relationship between soil deformation modulus and displacement,the foundation modulus distribution around the pile is determined,and the weighted modulus obtained through weighted averaging with respect to a range of soil.
首先基于桩土共同工作理论推导出水平荷载作用下桩侧土体内的位移与应力径向分布的弹性解析解;然后,根据变形模量与位移的近似关系确定桩侧地基土体内的变形模量分布,并通过一定范围内的加权平均获得地基土的加权模量,再由有限层法获得地基加权刚度,由此可近似考虑土体的分层与非线性特征。
2.
Then, according to the empirical relation between soil deformation modulus and displacement, the modulus distribution in the soil around the pile shaft and weighted modulus are obtained approxim.
根据土体变形模量与位移的近似关系获得桩侧地基土体的模量分布与加权模量,将其用于有限元–有限层法进行横向受荷桩的受力变形分析,可近似考虑土体的非均质与非线性等特性,并编制出计算程序。
4) weighting pattern
加权模式
1.
We prove that a weighting pattern has a Banach space realization if and only if it is strongly continuous and of exponential order.
我们证明：加权模式有Ｂａｎａｃｈ空间实现的充要条件是它强连续且为指数阶。
6) Weighted value increment
加权价值增量
补充资料：加权平均模式
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条