To meet the development of the food automatic packing , we study and develop the food packing machines with advanced technology standards , for instance , computerized multihead combination weigher , packing machines , big obliquity material transporting machines , vibratory feeder , funnel , finished product transporting machines , the platform connects the multihead weigher and the packing machine , help realize the incorporation of the product high speed packing , continuous and accurate weighing and weight checking 为适应食品包装行业的发展，我司研制了具有先进技术水平的食品包装设备，如电脑组合秤包装机大倾角物料输送机振动给料机储料斗成品输送机连接组合秤与包装机的工作平台，实现了产品的快速包装连续准确称量和重量检测一体化。
This can be of significant benefit to cut down the cost and time limit for a project the program package gone with this paper may realizes the dynamic simulation for all of courses in hoisting , and may synchronously displays the axis force of derrick , the pull - force of the steel wire , obliquity of equipment and overloading instance 这有利于工程实践中方案变更、施工现场条件复杂多变等的方案验算，节约成本和缩短工期。本论文程序为桅杆吊装整个过程实现了动态模拟，显示桅杆轴向压力、钢丝绳拉力、设备倾角和起重超载提示，为安全吊装设备提供重要的数据，有利于作业过程的全程监控。
The study results reveal some laws : ( 1 ) two failure modes exist in different obliquity slope and influence the internal force of soil nailing ; ( 2 ) the connection between face shield and soil nailing determines the distribution of the axial force along length ; ( 3 ) the influence of face shield involves its connection with soil nailing and its stiffness on soil nailing wall ; ( 4 ) the transversal effect of soil nailing depended on the joint of nail head is little ; ( 5 ) the maximum axial forces of other soil nailings except the first soil nailing increase gradually with excavation 研究表明： ( 1 )素土坡随着坡角的变化，存在两种破坏方式，破坏方式不同，土钉受力状态不同； ( 2 )土钉和面层的连接方式决定着土钉长度方向上的轴力分布形态； ( 3 )面层主要通过面层与土钉的连接和面层的本身刚度两个方面对土钉内力和墙体变形产生影响； ( 4 )土钉横向抗剪抗弯作用的发挥程度和土钉钉头的连接方式有关，但作用不大，实际设计时可以忽略其影响； ( 5 )随着坡体的开挖，第一排土钉的最大轴力变化不大，其它土钉的轴力都稳步增加。
With the disturbance of random wave the ship will inevitably roll and result in the ship ' s incline , especially , for small ships which the most obliquity of the ship is likely to reach above degree 15 . in the actual combat the rolling movement of the ship will result in difficult control of the artillery for the artillerymen on the ship , reduce the artillery ' s probability of shots , and affect the power of the artillery by direct control of the object ( artillery ) fixed on the ship it can be kept horizontal state all the time 尤其是对大量的小型舰船，船体的最大倾角甚至可达到15以上。在实战中，船舶的摇荡将造成炮手对船载火炮的操纵性能降低，降低火炮的发射命中率，影响到船载火炮威力的发挥。通过直接控制固连于船体的火炮，使其始终保持在水平状态，可以提高实战中火炮的操纵性能，提高火炮的命中率。
At first it analyzes the bedding rock slope ' s bedded rock and its incontinuity face , and studies the stress , strain , stability ' s condition of the bedding rock slope , fully considering the cohesive force of rock layer and incontinuity face . geologic mechanics models of two types of bedding rock slope are set up , the instability coefficient of bedding rock slope under different mechanical parameters is computed , and the conclusion that the stability of bedding rock slope is relation to rock layerer , cohesive force of incontinuity face , inner friction angle and rock layer obliquity has been gotten . based on the above discussion , the thesis comes down the influence of rock layer and the incontinuity face on the bedding rock slope to incontinuity face ' s influence factors , and discusses other factors that influence the bedding rock slope ' s stability , so gains the evaluating and forecasting index marks 本文首先对顺层边坡的层状岩体及其中的层理面和不连续面进行了分析，对其应力应变进行了研究，得出了顺层边坡的稳定性不仅与岩体中岩石的强度有关，还与岩体中层理面及不连续面的内聚力、内摩擦角及其倾角有关；论文建立了层理面和节理面的地质力学模型，讨论了其力学参数变化对边坡稳定性的影响，并在此基础上将层理面和节理面归纳为顺层边坡稳定性的结构面影响因素，同时讨论了影响顺层边坡稳定性的其他因素，从而得出顺层边坡稳定性的评价预测指标。
The main contents include inherent vibration feature , stability characters , effect of geometry non - linearity and the tower obliquity , impact of system different temperature and local different temperature etc . the result in the article will provide the design references for the project of no back - stays & inclined pylon cable - stayed bridge 本文的主要工作有:介绍无背索斜塔斜拉桥的自振特性,全桥模型在荷载下的稳定性特征,结构几何非线性的影响,斜塔倾角对结构的影响,体系温差和局部温差对结构的影响等。
The penstock for jinhe hydropower station is less in china , as it has a obliquity of 50 on the bending and inclined straight section in space ; for which the manufacture and installation are smoothly completed under the construction condition in the tunnel and the environment of alpine region with available construction method in combination of limited construction method for the key technical problems of the manufacture and installation of the penstock , which provides a reference for the constructions under the similar circumstance 摘要金河水电站压力钢管的空间转弯和斜直段的50倾角在国内是比较少见的，针对钢管制造、安装的技术难点，在高寒和复杂的洞内施工环境中，结合有限的施工手段，采取有效可行的施工方法，顺利完成了制造、安装任务，对类似环境下的施工提供了一定的借鉴。
To get the genuine seafloor rock medium electrical model , data processing about seafloor magnetolluric raw signal requires information such as seafloor instrument bearing orientation , obliquity , and temperature , by which the real vector change bearing of seafloor magnetolluric fields can be acquired , and then the uniform explanation about the whole survey of multi station is obtained 为真实地获取海底岩石介质的电性模型，在对海底大地电磁实测信号进行数据处理的同时，需参考海底仪器的方位朝向、倾斜姿态等信息，以便认识海底电磁场真实的矢量变化方向，进而实现对整个测网多站位的统一资料解释。
In this thesis , analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out . at the same time , the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors , including the connection between face shield and soil nailing , the friction decline between soil nailing and soil , the shear force & bending moment resistance of soil nailing , the cement crack in soil nailing , face shield , excavation , the obliquity of slope , and so on are studied in this thesis 本文通过flac有限差分程序，分析了素土基坑和土钉墙体的整体性能和内在机理，研究了土钉和面层的连接变化、土钉表面性能的下降、土钉的横向抗剪抗弯作用、土钉浆体的开裂、面层的有无、基坑的开挖过程、基坑放坡角度等因素对土钉内力分布和土钉墙变形的影响。
In addition , the soil nailing wall is computed and analyzed with cross - over experiment including four factors , soil nailing ' s length , interval , obliquity and connection between face shield and soil nailing , and two levels each factor . as a result , the influence of designed parameters of soil nailing is different evidently , and the deformation of soil nailing wall decreases largely when prominent factors are taken into account 此外，本文还使用交叉试验的设计分析方法对土钉长度、间距、倾角、土钉和面层的连接四个因素两个水平进行了数值模拟分析，研究发现土钉墙的设计参数对其变形的影响大小明显不同，在优先考虑显著因素的情况下，可有效的减少土钉墙体的变形。
