1) lower control limit
管理下限
2) LCL Lower Central Limit
管制下限
3) lower bound theorem
下限原理
1.
Safety factors of slope stability analysis and limit bearing capacities of footings were solved by adopting lower bound theorem of limit analysis.
采用极限分析下限原理求解了岩土工程中基础的极限载力和边坡的安全系数。
2.
Based on the rigid plastic assumption for soil materials, adopting lower bound theorem, the bearing capacity of rectangular surface footing was calculated.
基于刚塑性假设,采用极限分析下限原理,求解了矩形表面基础的承载力问题。
4) lower bound theorem
下限定理
1.
Based on the lower bound theorem of limit analysis theory, the admissible stress field is modeled using finite elements.
针对极限分析下限法中静力许可应力场建立困难这一问题 ,在下限定理的基础上 ,引入有限元的思想来建立静力许可应力场 ,运用最优化理论中的内点法对问题进行求解。
2.
Three main aspects of plastic mechanics are discussed in the paper, which are upper bound theorem and lower bound theorem, the variational principles and generalized variational principles in increment strain theory, and the variational principles and generalized variational principles in total strain theory respectively.
本文主要讨论了三方面的内容，它们分别是上下限定理、塑性增量理论的变分原理及广义变分原理和塑性全量理论的变分原理及广义变分原理。
5) theoretical lower bound
理论下限
1.
In addition, based on linear programming relaxation theory, a method to compute the theoretical lower bound of MALMM\'s solution is introduced.
利用线性规划松弛理论,设计一种求MALMM解理论下限的方法。
6) upper and lower bound theorems
上下限定理
1.
Through on upper and lower bound theorems and slip line method,this paper computes the static field and velocity field,and obtains stress field,velocity field,and earth pressure distribution when considering and no considering the friction between soil and retaining wall.
文中基于滑移线法,利用上下限定理,对墙后土体的静力场和速度场进行了计算,分别求得考虑和不考虑墙土摩擦时,土体中的应力场、速度场和土压力分布。
补充资料：上限与下限
上限与下限
衰2利率和易变性时翔结构┌────┬───┬────┬───────┐│时间(年)│互换率│零息债券│远期利率易变性││ │(%) │利率(%) │ (%)(%) │├────┼───┼────┼───────┤│0。5 │3 .25 │3 .25 │ │├────┼───┼────┼───────┤│1 .0 │3.匆 │3 .53 │3 .75 15 │├────┼───┼────┼───────┤│1 .5 │3.印 │3 .73 │4.(y7 14 │├────┼───┼────┼───────┤│2 .0 │3 .88 │392 │446 14 │├────┼───┼────┼───────┤│2 .5 │4工 │4.佣 │4.麟13 │├────┼───┼────┼───────┤│3 .0 │4 .17 │4 .23 │4 .95 13 │├────┼───┼────┼───────┤│3 .5 │4 .31 │4 .39 │5 .26 12 │├────┼───┼────┼───────┤│4 .0 │4 .46 │4 .55 │5 .59 12 │├────┼───┼────┼───────┤│4 .5 │4.印 │4 .71 │5 .91 12 │├────┼───┼────┼───────┤│5 .0 │4 .75 │4 .87 │6 .25 12 │└────┴───┴────┴───────┘衰3上限和下限价格(所有标价为基点)┌──┬──┬──────┬──────┐│ │ │上限执行利率│下限执行利率│├──┼──┼──────┼──────┤│预付│如 │437一一 │肠137 222 ││价格│3yr │121 337一 │74 1582肠 ││ │5yr │413 191即31 │79 174引)3‘│└──┴──┴──────┴──────┘。298。中国金融大百科全书·下编9568178一116 5639，一一、?布一如如伽加分期支付价格892 53522343 129343巧1 91310 17514刃537302 1853 在计算上限收费价格时，很重要的一点是要注意应该与互换利率的执行价格相比较，而不是与短期通行利率(prev山ling short一~rate)相比较，否则可能会导致错误的结果。从这里所列示的时期结构(tenn slluc恤)看，短期利率为3.25%，而执行利率为5%的五年期上限看起来似乎严重损价(能U out ofthe伽ney)，因而1.91%的收费价格显得过于昂贵。
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