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This thesis based on the combination of production practice and theory study by author in Hunan Sunward Co.

本文是本人在湖南山河智能股份有限公司的生产实习与理论相结合的前提下,分析了潜孔钻机动力头液压回转系统的工作原理,建立了潜孔钻机动力头液压回转系统的工作原理图,研究分析了潜孔钻机动力头回转机构各种执行元件对机构回转的工作原理的影响,通过对动力头回转液压系统的回路压力损失和液压系统的发热温升的验算,获得了具有设计指导意义的数据,取得了较显著的效果。

The analysis adopts a model entitled "the Model of Silt Souring for River and Reservoir ", calculates the model and parameters and establishes the model of disilting the regulating reservoir basedupon the data in 1967. We also analyze the density flow desilting of Fen 1 reservoir in accordance with the data from July 6 to 7, 1977 and the partial data from Guanting reservoir.

本研究采用"河流与水库统一冲淤模型",利用1967年的实测资料对采用的模型、参数进行了验算,建立了调节水库的泥沙冲淤模型;同时根据汾河水库1977年7月6日~7日的实测异重流资料,参考官厅水库的部分资料,对汾河水库的异重流排沙进行了分析。

Problems of single footing are classifying about results、determination of dimension of combinational column on combinational foundation、determination of bending moment on superface of combinational foundation and determination of partly press area when there is angel between column and foundation; the problems of strip foundation are determination of torsional moment on some section in checking torsion resist.

独立基础中的问题主要是基础计算结果的归并、双柱合并基础合柱尺寸的确定、双柱合并基础顶面弯矩的求法及柱相对基础有转角时局部受压计算底面积的确定;柱下条形基础的问题是抗扭验算中总扭矩不为0情况下截面扭矩的确定。

Based on structures with a typical configuration but different stories as well as 80 suitable seismic records, the statistical amplifying factors for estimating the elastoplastic displacements of braced and unbraced steel building frames subjected to severe earthquakes have been obtained through a great number of numerical calculations.

本文在合理地选取丰富的地震记录及典型的结构形式的基础上,通过大量计算,统计得出了有支撑和无支撑钢框架结构在罕遇地震下弹塑性位移增大系数,以此提出了抗震设计时进行罕遇地震下多高层建筑钢结构弹塑性位移验算时的实用计算数表。

The load fatigue stress coefficient used in the load stress calculation for the porous concrete as undersurface of the cement concrete pavement were derived.

根据疲劳方程提出了以多孔混凝土作为水泥混凝土路面下面层应力计算的荷载疲劳应力系数,沥青路面基层层底拉应力验算的抗拉强度结构系数,建立了进行路面结构设计的轴载换算模型。

Indoor flexural fatigue tests are carried out, the results are analyzed and two types of double logarithm fatigue equation under different stress level andequivalent stress level are got. Using the fatigue equation, the fatigue performance of porous concrete and common semi-rigid base materials and cement concrete are compared, the fatigue stress coefficient which is used in the load stress calculation for porous concrete as undersurface of cement concrete pavement and the tensile strength structure coefficient which is used in the flexural stress check for porous concrete as base of asphalt pavement are obtained.

进行室内小梁弯拉疲劳试验,对疲劳试验数据进行分析,得出多孔混凝土不同失效概率下两种形式的双对数疲劳方程,利用疲劳方程,将其疲劳性能与常用半刚性基层材料和水泥混凝土进行比较,还得出了多孔混凝土作为水泥混凝土路面下面层荷载应力计算的疲劳应力系数,和作为沥青路面基层层底弯拉应力验算的抗拉强度结构系数。

Using the fatigue equation, the fatigue performance of porous concrete and common semi-rigid base materials and cement concrete are compared, the fatigue stress coefficient which is used in the load stress calculation for porous concrete as undersurface of cement concrete pavement and the tensile strength structure coefficient which is used in the flexural stress check for porous concrete as base of asphalt pavement are obtained.

进行室内小梁弯拉疲劳试验,对疲劳试验数据进行分析,得出多孔混凝土不同失效概率下两种形式的双对数疲劳方程,利用疲劳方程,将其疲劳性能与常用半刚性基层材料和水泥混凝土进行比较,还得出了多孔混凝土作为水泥混凝土路面下面层荷载应力计算的疲劳应力系数,和作为沥青路面基层层底弯拉应力验算的抗拉强度结构系数。

The formal Cross Vali- dation performs a search of optimal architecture through large-scale models.

常规交叉校验算法从大量候选模型中,通过训练和比较来搜寻网络优化结构。

The method of constructing arithmetic of oil system steady model for aero engine has been elaborated in this paper, which is based on the analyses of different parts characteristics that show monotone variation relationship and which introduces the notion "balanced calculation" to replace traditional iteration with vector calculus and various interpolation algorithms.

在分析滑油系统部附件的基础上,根据部附件特性单调变化的特点,提出了"平衡计算"的概念,应用向量运算方法和多种插值算法取代传统的迭代算法来构造航空发动机滑油系统稳态模型算法的思路和方法,并用该算法编制程序对发动机在海平面最大状态下滑油系统性能参数进行了验算

The analysis considering temporary supports indicates that the real response of structure can be shown more veraciously . Besides , the amplitude of force for some particular component varies a lot , and it's indispensable to check the intensity and stiffness of structure in construction .

研究表明:考虑临时支撑对弦支穹顶结构的影响可以更贴切地体现结构施工过程中的实际响应,随着预应力张拉的进行,个别构件内力变化幅度非常大,对结构进行施工阶段的强度,刚度等验算显得尤为重要。

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