law of displacement meaning in Chinese
位移律
Examples
- Since the temperature difference was most important parameters in thermal effects calculation , a combined temperature difference method considered year temperature difference and day temperature difference was put forward . with the combined temperature difference obtained from field tests , a lot of calculations have been done by finite element method ( fem ) , considering of different structural measures . the law of displacement and stress in cshbb was presented and a relative displacement formula was deduced
在介绍小砌块建筑的温度作用分析方法的基础上对温度作用计算中最重要的参数? ?温差取值进行了探讨，提出了同时考虑年温差和日温差影响的组合温差取值方法；根据各种不同的组合温差取值方法，结合现场实测数据给出了试点建筑的组合温差取值，并考虑了不同构造措施的影响，对试点建筑进行了有限元的温度效应计算；给出了小砌块建筑的位移变化规律和应力变化规律以及层间相对位移的计算表达式。 - Numerical simulation is carried under different conditions , including ( a ) the different distance between deep foundation excavations and the adjacent structures ; ( b ) different supports are used , such as cantilever piles , row piles with one - layer grouted soil anchor , row piles with two - layer grouted soil anchor , row piles with three - layer grouted soil anchor and soil nailings etc . this paper reveal the law of adjacent structures and bracing structures displacements and surrounding soil settlements . anchor and soil nailing ' s impact on the displacements of adjacent structures is analyzed then . further more , we find the law of displacements of bracing structures , surrounding soil settlements , differential settlement and absolute settlements of adjacent structures that may appear in the process of excavation by steps
模拟分析了近邻建筑物在不同距离的条件下，悬臂支护、一层锚杆与排桩联合支护、两层锚杆与排桩联合支护、三层锚杆与排桩联合支护、土钉支护等几种支护情况下的深基坑开挖过程，对深基坑工程开挖过程中近邻建筑物的变形、支护结构变形以及基坑外地层沉降的发展变化规律进行了分析总结；对锚杆和土钉支护对建筑物变形的影响作了详细地分析，找到了一些基坑开挖过程中基坑支护结构变形、周围地层沉降、近临建筑不均匀沉降及绝对沉降的发展变化规律，得到了一些对深基坑工程设计和施工有工程实际意义的结论。 - The analysis results are consistent with practical results . establishing 3 - dimensions finite element model by ansys , this paper analyzes and researches the law of displacement field , stress field and strain field which validates the results of chapter 3 : rock - socketed pile has the best socket length , but it has n ' t the longest socket length , this paper recommends the best socket length 2 m
采用ansys有限元软件建立嵌岩桩三维模型，分析和研究了嵌岩桩位移场、应力场和应变场的变化规律，并验证了第三章得出的一些结果：嵌岩桩存在最佳嵌岩深度，但不存在最大嵌岩深度，推荐嵌岩桩最佳嵌岩深度为2m左右。