Chinese translation for "件单元"

cargo unit

Related Translations:

单元:  (自为一组的单位) unit; unit element; [计算机] cell; location; [电学] sub-unit; element 短语和例子运算单元 arithmetic unit; 记忆单元 memory location; 教学单元 teaching unit; 十八号楼四单元二号 no.2, entrance 4, building 18

Example Sentences:

	1.	In the analysis of this paper , tall frame is divided into space beam element , layered foundation is divided into finite layer , and the stiffness of a single pile is determined by q - s curve 本文分析时将空间框架离散为空间杆件单元，将成层地基离散为有限层元，采用q - s曲线确定单桩刚度，建立了考虑空间框架与桩基共同作用的有限元和有限层模型。
	2.	This model transacts and calculates pull and press section of reinforcement concrete by different methods : the reinforcing steel bar element model is adopted at pull section and the reinforced concrete enblock model is adopted at press section 该模型用不同方法处理计算钢筋混凝土拉区和压区：拉区钢筋采用杆件单元模型，压区钢筋混凝土则采用整体式模型。
	3.	In 3d finite element method , anchor jack is simulated by link element . in this paper , the method that using link element to assort with block element has been put forward . the mechanism of reinforcing the slope by anchor jack also has been discussed in this paper 锚杆加固是边坡加固的常用方法，在进行三维有限元计算时，常将锚杆用空间杆件单元来模拟，本文给出了空间杆件单元与地基四面体单元协调的解决办法，并探讨了边坡锚杆加固的机理。
	4.	Based on the current nonlinear analysis and calculation methods and beam - column element model of frame as well as the principle of functional minimum potential energy , the nonlinear element stiffness matrixes , which incorporate the effects of geometric nonlinear and end connection flexibility , are derived . as application , a general program of nonlinear analysis for semi - rigid steel frame is drawn up 本文在分析研究国内外现行框架结构非线性分析的理论计算方法及其杆件单元模式的基础上，利用泛函的最小势能原理，通过考虑连接的柔性和杆件的几何非线性影响，推导出用于半刚性连接钢框架二阶弹性分析的单元刚度矩阵。
	5.	Some problems such as the element model , the hysteresis model in the nonlinear time - history analysis of rc structure are summarized in the paper . according to the result of 3 - dimension elasto - plastic time - history analysis , the author compares the seismic capability of these structures . the conclusions are of referential values for seismic design for similar structures 文中对钢筋混凝土结构弹塑性时程分析中涉及到的杆件单元模型选择、恢复力模型确定等问题作了系统概述，依据三维弹塑性时程分析的结果，综合比较了各种结构的抗震性能，可供类似结构设计时作参考。
	6.	In the nonlinear time - history analysis , based on the comprehension and the application of the former relevant theories and calculating methods , a new five - segment planar bar element model considering reinforcement arrangement is developed , and a relevant time - history analytic program is provided . the analytic results of two examples showed that the new five - segment planar bar element model can well reflect the effect of the reinforcement arrangement distribution 在非线性动力时程分析中，在综合理解和应用前人相关理论概念和计算方法的同时，进一步提出一种新的考虑配筋分布的五分段平面杆件单元模型，并编制了相关的fortran应用程序，相关算例分析证实此模型能够较好的反映实际配筋分布的影响。

Similar Words：

"件，副，支，座，部，片，块" Chinese translation, "件，每件" Chinese translation, "件，片，块" Chinese translation, "件；个；只；块；匹" Chinese translation, "件大小" Chinese translation, "件钢" Chinese translation, "件工" Chinese translation, "件耗，每件衣服所用面料的码数" Chinese translation, "件号" Chinese translation, "件号标志" Chinese translation