1) load sharing ratio
分担比
1.
On the basis of the sem i theoretical and sem i em pirical form ula of calculating settlem ent of pile foundation, settlem ent and location of neutral point andload sharing ratio of pile foundation w ith negative friction are all obtained by iterative m ethod.
利用半理论半经验的桩基沉降计算方法［１］ ，对承受负摩擦力的桩基的中性点及桩基的沉降、桩的分担比进行简单的迭代计算，由此可确定承受负摩擦力的桩基的沉降，计算结果与实测结果的对比表明，该法简单可行。
2) sharing proportion
分担比例
1.
After an empirical study,this paper finds that universities and colleges as well as institutions and businesses have not become independent parties while students and their parents bear too much,which result in two major problems:the vagueness and lack of principal parties,and the irrational sharing proportion.
对各主体分担比例的实证考察表明,高校、企事业单位和社会人士还未形成独立的分担主体,而学生及其家长的分担比例过高。
3) share of load
荷载分担比
4) load share ratio
荷载分担比
1.
Through pressure metre under embankment,the magnitude of pile-soil stress ratio and its variation with the time are measured,and the variation of pile-soil load share ratio with time is analyzed.
通过在路堤下埋设钢弦式压力盒,获得了路堤下低强度砼桩、水泥搅拌桩以及土的应力比数值随时间的变化规律,并分析了三者荷载分担比随时间的变化特性。
5) load sharing ratio
荷载分担比
1.
In order to analyze the load transferring mechanism of the composite foundation with rigid-flexible piles,the theoretical solution of load sharing ratio was obtained based on the elastic calculation model according to the relationship between load and settlement of composite foundation with rigid-flexible piles.
为了分析刚-柔性桩复合地基的荷载传递机理,基于弹性计算模型,根据刚-柔性桩复合地基的荷载与沉降关系,通过理论推导获得了荷载分担比的解析解,该解析解全面考虑了褥垫层、刚性桩、柔性桩、地基土的性质、面积置换率等影响因素。
2.
It is studied that composite pile of different length of core and composite pile of differen diameter of core, come to the best core length and the best core diameter and the load sharing ratio of different part of the composite pile, and failure mechanism of the composite pile is analyzed.
本文通过对不同芯长、不同芯径的刚性芯复合桩进行的试验研究,得到了刚性芯复合桩的最优芯长与芯径,桩顶不同部位荷载分担比;分析刚性芯复合桩的破坏机理。
6) pressure-bearing ratio
压力分担比
1.
After analyzing deformation of each cirque,with combined cirque method,pressure-bearing ratio of steel lining and rock is obtained in the condition of coincident deformation among each cirque.
并利用变形协调条件,推导出各环变形的解析解,得到钢衬和围岩的压力分担比。
参考词条
补充资料：比例分担条件
比例分担条件
【比例分担条件】投保人以一个保险标的同时向两家或两家以上的保险公司投保同一危险，或两个以上保险公司同时承保同一保险标的，在发生赔款责任时的分担条件。在重复保险或共同保险中，保险金额的总和往往超过保险标的的可保价值，但根据被保险人不可获得双份赔偿的原则，投保人所能获得的最高赔偿金额，只能是其投保财产的可保价值。因此，在发生保险财产损失时，通常都采取比例分摊办法，按各保险人各自承担的金额占总保险金额的比例分摊赔款。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。