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EXCLUSIONS 4 In no case shall this insurance cover 4.1 loss damage or expense attributable to wilful misconduct of the Assured 4.2 ordinary leakage, ordinary loss in weight or volume, or ordinary wear and tear of the subject-matter insured 4.3 loss damage or expense caused by insufficiency or unsuitability of packing or preparation of the subject-matter insured (for the purpose of this clause 4.3 "packing" shall be deemed to include stowage in a container or liftvan but only when such stowage is carried out prior to attachment of this insurance or by the Assured or their servants) 4.4 loss damage or expense caused by inherent vice or nature of the subject-matter insured 4.5 loss damage or expense proximately caused by delay, even though the delay be caused by a risk insured against (except expenses payable under Clause 2 above) 4.6 loss damage or expense arising from insolvency or financial default of the owners managers charterers or operators of the vessel 4.7 deliberate damage to or deliberate destruction of the subject-matter insured or any part thereof by the wrongful act of any person or persons 4.8 loss damage or expense arising from the use of any weapon of war employing atomic or nuclear fission and/or fusion or other like reaction or radioactive force or matter.

EXCLUSIONS 4在任何情况下都不得这个保险 4.1损失损害或费用的原因故意的不当行为的保证 4.2普通渗漏，普通的损失重量或体积，或普通磨损的标的物投保 4.3损坏或丢失所造成的费用不足或不适合的包装或准备受保标的物（目的是这一条款4.3 &包装&应视为包括存放在容器或liftvan但只有当这些堆放进行之前扣押保险或担保或其雇员） 4.4损坏或丢失所造成的牺牲固有的副总裁或性质的标的物投保 4.5损坏或损失近牺牲所造成的延误，即使是延迟所造成的风险保险（除费用缴付根据第2段） 4.6损失损害或费用所产生的破产或财务预设的业主管理人员承租人或经营者的船只 4.7故意损坏或蓄意破坏受保标的物或其任何部分的不法行为，任何人 4.8损失损害或费用的使用中出现的任何战争武器的使用原子或核裂变和/或融合或其他类似反应或放射性武力或事项。

Thirdly, the roller mechanics equation was introduced, and by dint of ANSYS the radial force that roll steel force in roller was work out, which provides the premises to count the bearing service life.

推导了导辊力学计算方程，并首次借助ANSYS计算了轧件对导辊径向作用力，为计算轴承使用寿命提供了必要的前提条件。

In this thesis, an effective analysis model, named "equivalent column" model, was proposed for the wall inside the RC frames, and consideration the wall can resist axis force, moment, and shear force. The "equivalent column" model can simulate the brick wall, the RC wall as well as the wing wall. The experimental and analytical results of the RC column, pure RC frame, RC frame in-filled with RC wall, RC frame in-filled with brick wall, RC frame in-filled with wing wall, and RC column repaired by using the steel wire cables and the carbon fiber reinforced plastics were compared in the thesis.

中文摘要本研究主要分析补强前后含墙RC构架之耐震行为，目的是希望能合理有效地分析建筑物之侧向力与位移曲线，以利后续作为耐震评估之用，并考量墙体具有承受轴力、弯矩与剪力之较高自由度行为，以「等值柱」模型模拟含砖墙与含RC墙构架以及「墙柱」模型模拟含RC翼墙构架之耐震行为，分别对国内实验数据及理论分析方法-极限软化桁架模型进行比对。

Gold nucleic acid drinks poured force one listed on the good taste, easy to absorb, the effect of the exact characteristics of the broad masses of customers, especially by middle-aged and elderly of all ages. In 2004, the Company also launched the "throwing power gold nucleic acid drinks," the replacement Product --- throwing force oral liquid gold.

泼力金核酸饮品一上市，就以口感好、易吸收、效果确切等特点，受到广大顾客尤其是中老年人的青睐。2004年，本公司又推出了&泼力金核酸饮品&的换代产品---泼力金口服液。

The lift course of hanging device on wheat no-tillage planter was simulated by using the software of ADAMS. Some important parameters were obtained such as height of the working part relative to ground, the distance between the working part and the rear wheel of tractor, the angle of road pass and the force of hanging point, etc. The key parameters of the hanging device and its best working parameter of hanging device were found out through optimization simulation. Simulation results showed that suspension point had minimum force when variable DV_1 and DV_2 gained corresponding maximum and minimum at scope of structure limit.

应用ADAMS软件对小麦免耕播种机悬挂机构提升过程进行了动态仿真，得到了工作部件的位置高度、工作部件与拖拉机后轮之间的间距、路面通过角以及悬挂点的受力等参数，找到了悬挂机构的关键参数，通过优化仿真，得到了悬挂机构的最佳工作参数，仿真结果表明，设计变量DV_2、DV_3在结构受限范围内分别取其最大值和最小值，悬挂机构悬挂点受力最小。

After the effects of the mainly nonlinear parameters are analyzed, a position/force hybrid control model is presented for the robot hand with the steel cable as a joint driven unit. The position and speed of robot hand can be controlled by DC motor, therefore, it, how to control grasp force, becomes the key of this thesis.

由于用钢丝绳做连接装置的这一类机器人多指手系统是很难得到准确控制模型的，通过对控制模型中各参数的理论分析，针对这一类机器入手，提出了位置—力混合控制方法。

By setting up force model of rolled stock in cutting area, function relation among clamping force, side clearance of cutting blade and side thrust is given out.

建立了轧件在剪切区的力学模型，给出了压板力、剪刃侧隙与侧推力的函数关系，并提出减小侧推力影响的对策。

By setting up force model of rolled stock in cutting area, function relation among clamp ing force, side clearance of cutting blade and side thrust is given out.

建立了轧件在剪切区的力学模型，给出了压板力、剪刃侧隙与侧推力的函数关系，并提出减小侧推力影响的对策。

Experimental results show that: bearing capacity of JPP is thirty percent higher than that of cast-in-place pile which has the same length and diameter with JPP. The deformation of JPP is controlled by core pile; axial force distribution of PHC is different with soil-cement; and their axial force ratio in same section is their elastic modulus ratio. Distribution of inner and outer friction resistance is similar; and the inner friction is about 1.62 times of the outer one; it is about the ratio of JPP diameter and PHC diameter. Furthermore, the relation between friction resistance and relative displacement is similarly hyperbolic; and the relation between dip resistance and displacement is also hyperbolic.

试验结果表明，JPP桩与同桩长、同桩经灌注桩相比承载力高30%以上；JPP桩变形由芯桩控制，管桩轴力分布与水泥土轴力分布规律不一致，但同一截面上管桩和水泥土的轴力比值约为其弹性模量的比值；内外摩阻沿桩身的分布规律类似，内摩阻是外摩阻的1.62倍左右，约为JPP桩直径和管桩直径的比值；桩侧摩阻力与桩土相对位移近似双曲线分布，桩端阻力和桩端位移也近似双曲线分布。

A software for aided designing bolt of tunnel named ANSYSBOLT was designed on the basis of ANSYS finite element software. In the software environment, bolt supporting model of physical tunnel in tectonic stress field was structured according to physical parameters of coal and rock seam of some working face, and in conditions of different buried depth, bolt supporting structure and pre-tightening force, distributions of stress of surrounding rock of physical tunnel and its displacement were analyzed and calculated by ANSYSBOLT software. Then influence of different buried depth, bolt supporting structure and pre-tightening force on stability of roof and floor of tunnel was analyzed and finally feasible scheme of bolt supporting was gotten according to the analysis result.

在ANSYS大型有限元软件基础上开发了巷道锚杆辅助设计软件ANSYSBOLT；在该软件环境下，根据某工作面煤岩层的物理参数，建立了构造应力场条件下的实体巷道锚杆支护模型，并按照不同的埋藏深度、锚杆支护结构和预紧力条件，经软件分析计算，得出了实体巷道围岩应力及位移分布情况，进而分析了不同埋藏深度、锚杆支护和预紧力条件对巷道顶底板稳定性的影响，最终根据分析结果得出了可行的锚杆支护方案。

In the negative and interrogative forms, of course, this is identical to the non-emphatic forms.

。但是，在否定句或疑问句里，这种带有"do"的方法表达的效果却没有什么强调的意思。

Go down on one's knees;kneel down

屈膝跪下。。。下跪祈祷