Chinese translation for "板刚度"

panel stiffness

Related Translations:

刚度条件:  rigidity conditionstiffness condition

固有刚度:  natural rigiditynatural stiffnessself stiffnessself-stiffness

轮毂刚度:  hub rigidity

刚度方程:  stiffness equation

游丝刚度:  rigidity of hairspring

最大刚度:  maximum rigiditymaximum stiffness

真实刚度:  true stiffness

改变刚度:  change stiffness

割线刚度:  secant stiffness

叶片刚度:  solidity

Example Sentences:

	1.	The raft rigidity directly affected by the dimensions of the board , however , were neglected in the traditional analyzing of substratum settlement except of the elasticity theory method 除弹性理论法外，其它常用的设计和分析方法几乎都没有考虑筏板刚度对下卧层沉降的调节作用。
	2.	Based on " the simplified method to analyze soil - pile - raft interactions " , this article considers the raft rigidity of foundations and constructs an iterative algorithm to satisfy the concerted deformation 本文以桩筏基础简化共同作用分析方法为基础，考虑筏板刚度对下卧层附加应力的影响，构造满足地基基础间协调变形的迭代算法。
	3.	The three - dimensional model of piled raft foundation is created . the result of analysis can be used to show the effect of the raft thickness , pile stiffness , young ' s modulus of soils and the number of piles 在此基础上，建立三维非线性有限元模型，分析筏板刚度、桩刚度、土体弹性模量、桩数对基础平均沉降、不均匀沉降及桩土荷载分担比的影响。
	4.	Firstly , this paper analyzes the distribution of pile - top counter force , pile - end resistance and additional stress of the substratum influenced by raft rigidity in different loads and piles length . it proves the internal forces of foundations distribute unevenly 本文首先采用有限单元法分析了不同荷载形式，不同桩长条件下筏板刚度对桩顶反力、桩端阻力和下卧层附加应力等的影响。
	5.	The distribution of pile - top counter force and pile - end resistence influence the distribution of substratum ' s additional stress , and the latter farther influences the pile - top counter force inversely . contrasted to the result by geddes " formula , the same characters can be concluded 为简化计算，本文还将geddes公式应用于下卧层附加应力分析，其数值结果表明考虑筏板刚度的附加应力分布规律与有限元计算结果一致。
	6.	But there is only one argument in each pile node or soil node in piles - soil system . therefore , an effective , simple and feasible coupling method is proposed in this thesis . that is to couple the three different rigidity matrixes of superstructure , raft and piles - soil system 针对该情况,本文提出了一种简单可行的耦合方法,将上部结构刚度矩阵、桩土支撑体系刚度矩阵和筏板刚度矩阵进行耦合,形成共同作用方程并编制共同作用分析程序。
	7.	The experiment follows out leading thought on cutting and siutting freeze of fundation and enforcing inflexibility of concrete slate , choose han canal as typical experiment segment , collect freeze index of various canal lining framework , refer the advaced method at home and abroad , adapt new material to make experiment design 本次试验以“削减、适应基土冻胀和增强混凝土板刚度”为主导思想，通过大量灌区现状调查，选取具有代表性的汉渠做为试验段。
	8.	In light of the elastic thin plate theory , the author induced equilibrium differential equation of bi - direction cellular slab , which was proved correct through analysis and comparison to result of ansys to with theoretical calculation . through the deflection and bending moment coefficient calculation of bi - direction cellular slab under various boundary conditions , the author brought forward the theory that the deflection of mid - span and bending moment coefficient calculation of mid - span and support of bi - direction cellular slab could be in accordance with solid plates " , which could satisfy the precision of engineering 本文根据弹性薄板理论，导出了双向空腹板的平衡微分方程，并通过理论计算和通用有限元程序ansys结果对比，验证了其正确性；通过对各类边界条件下双向空腹板挠度和弯矩系数的计算比较，本文提出：双向空腹板跨中挠度及跨中、支座弯矩可使用本文空腹板刚度公式查找现有的实心板挠度弯矩系数表进行计算，完全能满足工程精度要求。
	9.	Subsequently , the thesis improves the simplified method , and puts forward an iterative algorithm to consider the influence by raft rigidity to substratum settlement and stab deformation . then , numeric examples are calculated to testify its validity . finally , the application of the method is introduced on a factual project and differences between the simplified method and the improved method are discussed 在此基础上，本文改进了简化共同作用分析方法，提出了考虑筏板刚度对下卧层沉降的影响和桩端刺入变形，满足桩?土?筏位移协调的共同作用迭代分析算法，并通过数值算例验证了该算法的有效性。
	10.	Afterwards , this simplified spatial program is worked out on the base of this article ' s theory , and analyzed some main parameter ' s influence . some regular conclusion is gotten . at last , a example was calculated using this article ' s program , and compared with the actual measurement result 然后，在本文所提出的筏板刚度和复合桩基支撑刚度建立方法基础上，编制了简化的空间计算程序，并且分析了一些主要计算参数对筏板沉降和桩土承担荷载的影响，得出一些规律性结论。

Similar Words：

"板杆防波堤" Chinese translation, "板杆截水墙" Chinese translation, "板杆墙" Chinese translation, "板杆图堰" Chinese translation, "板杆遮板" Chinese translation, "板钢" Chinese translation, "板钢壳助推器" Chinese translation, "板纲球" Chinese translation, "板高" Chinese translation, "板糕" Chinese translation