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     Part I briefly introduces the system of IPSec protocol, including architecture,mode, security association, security policy, implementation mode, processing ofin/out packet, ESP(encapsulation security payload), AH(authentication header),ISAKMP(intemet security association and key management protocol), IKE(internetkey exchange) etc.
     第一章简要介绍了IPSec协议体系,包括总体结构、模式、安全关联、安全策略、实现方式、进出包的处理万式、ESP(encapsulation security payload封装安全载荷)、AH(authentication header验证头)、ISAKMP(internet security associationand key management protocol)、IKE(internet key exchange protocol)。
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     Thermochemical surface treatment (surface-sealing and densifying) of plasma sprayed ZrO 2 coating is tested. The surfaceporosity is reduced remarkably from 8% to <1% and the hardness increased from 7.92~10.17 GPa to 10.72~12.67 GPa (100 g load).
     用热化学方法对等离子喷涂ZrO2涂层进行表面封孔及致密化处理.ZrO2涂层表面的孔隙率可明显下降到1%以下,硬度可从7.92~10.17GPa提高到10.72~12.67GPa(100g载荷)
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     In this paper, Zhang-Wei's asymptotic solution for the T lke's equation of axial symmetric toroidal shell in complex variable is extended to the solution of second order, both for centrifugal and for axial loads. Power series solution is also obtained.
     本文应用T■lke的轴对称环壳复变量方程,将张维对此方程求得的渐近解推广到二级渐近解,并求得了级数解(对离心力载荷和轴向载荷)
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     Analysis shows that theboundary and distance between holes have effects to a certain content and moreoverthe effect of distanee between holes is related to direction of loading. Experimentsverifred the obtained analytical conclusions. Finally,the transverse and longitudinalminimum distance between noles d_(ymin) and d_(xmin) and the minimum distance from holeto boundary d_(min) are detemined.
     由此确定了误差小于2%~3%的横向最小间距d_(ymin)(垂直于载荷)、纵向最小距D_(xmin)(平行于载荷方向)和孔与边界的最小距离d_(min)。
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     The membrane strength and rigidity calculation being based on a finite element analysis, it is essential to solve a series of issues concerning finite element pre-processing (automatic divisiion of elements, automatic division of loads)and post-processing (the drawing of isolines). The authors have also developed a set of relatively refined software system for the optimized design of membrane configurations (designated ODFC for short).
     基于膜片的强度、刚度是在有限元分析基础上进行,必须要解决有限元前置处理(自动分单元、自动分载荷)和后置处理(绘等值线)等一系列的问题,开发了一套比较完善的膜片外形优化设计的软件系统(简称ODFC系统)。
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     thirdly, calculating the load;
     进行载荷计算;
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     Loaded on combination loading.
     承受联合载荷
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Compounds Ia-Ih were hydrogenated with Pd-C to give IIa-IIh, and their hypoglycemic activity was evaluated with a glucose oxidase kit and insulin load test on normal mice.
      
A complex load shading parameter is set up to describe various load shading schemes.
      
The imaginary part of the load shading parameter describes the states of switches of load shading schemes while the real part is the corresponding amount of shaded load.
      
The procedure to search the operation with the least amount of shaded load for a feeder and a connected domain are detailed.
      
Results of analysis show that the direct load shading scheme under the most balanced topology is not always the optimal scheme.
      
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In a previous paper,(1) a method for solving composite beams jointed by bolts by means of equivalent continous beams is suggested. This result is based on the following assumptions: 1. All beams composing the composite beam have the same deflec non at the point where bolt is used. 2. The actions of bolts are considered as concentrated forces applied on the beams at the points where bolts are used. 8. The effect of torsion caused by the external load which is not ap plied at the shear center of the whole cross-section...

In a previous paper,(1) a method for solving composite beams jointed by bolts by means of equivalent continous beams is suggested. This result is based on the following assumptions: 1. All beams composing the composite beam have the same deflec non at the point where bolt is used. 2. The actions of bolts are considered as concentrated forces applied on the beams at the points where bolts are used. 8. The effect of torsion caused by the external load which is not ap plied at the shear center of the whole cross-section of the composite beam is neglected. 4. The friction between the beams is neglected. 5. The weakening of the cross sections of the beams due to the bolt holes is neglected. In order to examine the correctness of these assumptions the results of a group of tests are given. The results of tests show that all assumptions except the third are well agree with the practical condition. As to the third assumption, the problem will be further studied.

作者曾在前文(1)中提供一种应用相当连续樑来解决螺栓连结的组合樑的简便方法。 此结果基于下列诸假设(除弯曲基本假设以外)。 1.组成组合樑之各樑在螺栓处有相同之挠曲。 2.螺栓的作用视为施加在各樑上螺栓处之集中力。 3.由于外加载荷未作用在组合樑整个截面之弯曲中心而引起之扭转影响略去不 计。 4.诸樑间之摩擦力略去不计。 5.诸樑由于螺栓孔而引起之截面削弱略去不计。  为了检查这些假设与实际问题符合之情况,作者进行了一系列实验。 实验结果指出除了第三假设外所有假设均与实际情况很好符合,关于第三假设的问题尚待进一步研究。

In tab. 1 are given the deflection formulas of circular beams (with one end fixed) under concentrated load. In tab. 2 and 3 are given the deflection formulas of circular beam (with one end fixed) under the action of its own weight. In tab. 4 and 5 are given the deflection formulas of circular beam (with one end fixed) under the action of centrifugal inertia load during rotation. Proofs of fundamental equations are given in appendix. The formulas are directly used to calculate the deflection of flyer leg in rotation....

In tab. 1 are given the deflection formulas of circular beams (with one end fixed) under concentrated load. In tab. 2 and 3 are given the deflection formulas of circular beam (with one end fixed) under the action of its own weight. In tab. 4 and 5 are given the deflection formulas of circular beam (with one end fixed) under the action of centrifugal inertia load during rotation. Proofs of fundamental equations are given in appendix. The formulas are directly used to calculate the deflection of flyer leg in rotation. The formulas may also be applied to statically indeterminate problems such as the determination of the stresses in a card cylinder lying flat on ground.

表一中給出薄壁圓弧曲梁(一端固定)在受有集中载荷时的撓度公式。表二及表三給出薄壁圓弧曲梁(一端固定)在其本身重量作用下所产生的撓度公式。表四及表五給出薄壁圓弧曲梁(一端固定)当迴轉时在离心載荷作用下的撓度公式。在附录中給出了曲梁撓度方程式的証明。表中撓度公式可直接用来計算錠翼迴轉时臂端的撓度。表中撓度公式也可用来解决靜不定問題,如計算鋼絲車錫林擱置于地面时的应力。

From the fundemental bending theory of circulur plates the auther analyses the abrupt cross-section of a circulur ring of stepped loading. A typical example is given to show the procedure of sellecting the thickness of a plate. In the concluding section, Some questions which still have to be settled are discussed.

本文用古典的圆形板理论分析了用在定子上的环形板,它是阶梯形的截面承受阶梯形的载荷,支承在截面改变处的环形支承上。利用一个例题说明如何选择截面,最后述及一些未解决的问题。

 
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