1) Factor of elastic stability
弹性稳定系数
2) stability factor
稳定性系数
1.
The conclusions indicate that the stability factors from Residual Thrust Method are larger than those from Janbu Method, and that the influence of water level on stability factor is a little greater than that from earthquake when Residual Thrust Method is used to calculat.
从剩余推力法和简布法基本原理出发 ,分析了两种计算方法的不同假设条件 ,并结合实例 ,对滑坡稳定性进行了计算 ,最后对两种计算结果进行了分析与比较 ,得出了剩余推力法计算的稳定性系数总是比简布法计算的要偏大、用剩余推力法计算稳定性时水的影响比地震要稍大以及用简布法计算稳定性时水的影响比地震要稍小的结论。
2.
As a result,the stability factor is improved.
V塔斜拉桥能够降低塔高,减小拉索悬挂长度,增大拉索倾角,使得结构整体刚度增加,稳定性系数得以提高,算例中塔根弯矩比常规体系小26%左右。
3.
The calculated result of test data show that the self-stability of slope was down to limit equilibrium equation caused by blasting vibration and bedding cracks when blasting,which often brings on slide,and the decrement of stability factor is about 64%;blast bedding cracks decreased the self-stability of slope and the decrement is from 30% to 35% after blasting.
根据含软弱夹层顺层岩质边坡爆破中产生爆破振动和层裂效应的特点,推导了在顺层岩质边坡爆破时的边坡稳定性系数计算公式,并以顺层岩质边坡模型爆破试验实测数据为基础,按极限平衡法进行了爆破作用下顺层岩质边坡的稳定性分析。
3) coefficient of stability
稳定性系数
4) stability coefficient
稳定性系数
1.
In order to calculate the stability coefficients of slope,the calculate format,procedure and method of Sarma method were also deduced.
推导了萨尔玛方法在边坡稳定性系数的计算格式,计算程序和方法。
2.
The results show that: ① in combination I (dry season), the new landslide stability coefficient is 1 05～1 42, the slump is 1 05～1 31, most of them are between 1 05 and 1 07, which is in stable status; ② in combination II (soil moisture is saturated in wet seasons), without conc.
计算分析表明 ,在天然 (枯季 )状态下 (荷载组合I) ,新滑坡稳定性系数为 1 0 5～ 1 4 2 ,滑塌体的稳定性系数为 1 0 5～ 1 31 ,其中大部分剖面稳定性系数在 1 0 5～ 1 0 7之间 ,滑坡呈基本稳定状态 ;在饱水状态 (洪季 )、不考虑土体抗剪强度降低的影响下 (所取土样已为饱水状态 ) ,仅考虑土体总重量增大及河水涨落产生的动水作用时 (荷载组合II) ,新滑坡稳定性系数为 0 97～ 1 0 3,滑塌体稳定性系数为 0 96～ 1 0 6 ,呈较稳定状态 ;在考虑地震力作用时 (荷载组合III) ,新滑坡稳定性系数 0 90～ 1 0 0 (仅 1 0 1 0′剖面为 1 2 4 ) ,滑塌体稳定性系数为 0 90～0 97,呈不稳定状
3.
The sliding direction and stability coefficient of the landslide are defined based on the concept of dynamic directional stability coefficient for the landslide, while the stability coefficient and the sliding direction of the landslide may be determined in the digital landform image by utilizing the algorithm of gradually approaching.
讨论了滑坡动态方向稳定性系数的概念，并在此基础上定义了滑坡的滑动方向和滑坡的稳定性系数。
5) elastic stability
弹性稳定
1.
By using elastic stability theory and in combination with field work,a method in calculating space when installing sucker rod lifter is worked out and an example is provided.
运用纵横弯曲梁及弹性稳定理论,结合工程实际,分析得出了在全井各种井段合理安装抽油杆柱扶正器间距的计算方法,并给出了计算实例。
2.
And a quantitative approach is also provided to determine the elastic stability and survival ability of the single-pile wellhead while the future wellhead retention operation above the seawater is goi.
根据生产实践中常遇到需要在海面以上保留井口的问题,在不考虑水平荷载作用的前提下,从弹性稳定性研究方法入手,采用能量法研究单桩井口在轴向集中荷载和均布荷载条件下的弹性稳定性,为今后海上保留井口作业时,校核单桩井口弹性稳定性及生存能力,提供一种定量计算方法和分析的依据。
3.
Based on the principle of energy,the paper discusses the elastic stability of high pier with non-uniform section.
本文基于功能原理,讨论了变截面桥墩的弹性稳定性。
6) stability coefficient of airway flow
风流稳定性系数
补充资料：能源生产弹性系数和消费弹性系数
能源生产弹性系数和消费弹性系数
能源生产弹性系数和消费弹性系数能源弹性系数说明能源数量对经济增长的反应性。它是反映经济发展变化引起能源数量相对变化的指标。能源数量可分为生产量和消费量，因而能源弹性系数也分为能源生产弹性系数和能源消费弹性系数。能源生产弹性系数或消费弹性系数，表示经济总量增长1%，相应的能源生产量或消费量增长百分之几，以反映能源生产量或消费量增长与经济总量增长之间的关系。其计算公式分别为:能源生产弹性系数能源消费弹性系数一瞥灌鬓黔进矍纂鲁赣叫擅肇率上式中，西方国家一般采用国民生产总值来计算经济总量增长率。 从西方国家经济发展情况来看，在工业化初期，能源消费弹性系数一般都大于1;实现工业化或工业有较大发展以后，一般都小于1。
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