构件

The experiment utilized the invertible T slab member which in the actual project is used, according to the differences of the composite stratum and the second reinforced manufactured the different experiment members, adopt the way by steps to bring to bear the equipollent distribution loads with ordinary loam brick, have carried on equipollent distribution dead load test.

试验利用实际工程中正在应用的倒T形板构件，根据叠合层和二次配筋的不同制作各种试验构件，采用普通标准粘土砖分级施加均布荷载的方法，进行了均布静荷载试验。

Based upon comparison of working principles of traditional expansion bolt and flat head inner expansion bolt the installation process of GRC is discussed.

介绍了GRC构件的特点及操作中易出现的问题，比较了传统膨胀螺栓和平头内膨胀螺栓的使用原理，探讨了GRC的安装过程，明确了GRC构件的重点控制要点，确保GRC工程的耐久性。

Mining flameproof transformer is a power supply equipment for mechanization excavation equipment used in coal mine.

通过有限元分析计算，设计人员在设计阶段就能了解到构件的应力、应变及位移，同时可以方便地对构件作反复修改，达到优化结构的目的。

Moreover the convergence the effectiveness of Gauss numerical integral method isdiscussed and the selection of number of integration point is suggested.

另外，采用高斯积分法形成单元刚度矩阵的分析程序也可用于构件截面形状不规则或变截面构件组成的空间杆系结构的弹性分析。

Concrete column is a kind of member witch mainly loads axially pressure, sometimes with bending or shearing force too, for example, the columns in frame and compressive haulm etc.

混凝土受压构件是指以承受轴向压力为主，通常还有弯矩和剪力作用的混凝土承压构件，例如一般建筑工程中的柱，屋架中的压杆。

The fatigue is analyzed for the SENT specimen of TA6V titanium alloy at different stress ratio and on different stress level by the general finite element analysis software ANSYS. The dangerous fatigue location is predicted by the nodal stress Y-direction of the hemicycle notch for TA6V titanium alloy SENT specimen. Based on the local stress-strain method and the material S-N graph, the nominal stress-strain of the specimen is converted to the local stress-strain of the dangerous location by the elastic and plastic finite element analysis, thus the fatigue life is estimated by Miner fatigue damage accumulation theory and compared with the fatigue test of small crack growth.

借助大型通用有限元分析软件ANSYS对TA6V钛合金SENT试样在不同应力比和不同应力水平下进行疲劳分析，根据SENT试样缺口处的应力状态分布预测疲劳危险部位，采用局部应力应变法，结合材料循环的S-N曲线，通过弹塑性有限元法将构件上的名义应力谱转换成危险部位的局部应力应变谱，从而根据危险部位的局部应力应变历程采用Miner累积损伤理论对构件的疲劳寿命进行估算，并与疲劳小裂纹试验数据进行比较分析。

Second, the heterogeneousness and changeability of component runtime environment build many blocks in component assembly, integration, and interoperation.

就基础设施而言，构件运行平台的异构性和易变性致使构件组装、集成及互操作困难重重。

Then we consider how to relate the interface of a component to its implementation: Verify if the implementation of a component is satisfied with the requst of semantics in its interface by using Hoare logic.

然后我们考虑如何将构件的接口和实现联系起来：利用Hoare逻辑，验证一个构件的实现是否满足其接口中所给出的语义要求。

The knee in the braced system is designed as a dissipating member, so it can dissipate energy by plastic distortion and yield in shear in advance to avoid the main members destroyed under infrequency earthquake.

支撑体系中隅撑设计成耗能部件，在罕遇地震时，隅撑通过塑性变形耗能，并且先于主要构件屈服，保护了主体构件。

This paper introduces an approach of developing dynamically linkable components by using Object-Oriented Technique.

一种实现可动态连接构件的方法朱春艳应时魏峻周顺（武汉大学软件工程国家重点实验室武汉430072）摘要本文介绍了用面向对象技术开发具有动态连接特性的构件的方法。

Plunder melds and run with this jewel!

掠夺melds和运行与此宝石！

My dream is to be a crazy growing tree and extend at the edge between the city and the forest.

此刻，也许正是在通往天国的路上，我体验着这白色的晕旋。