构件

The main work stated in this paper includes:(1) A component-based software development approach is presented.It analyzes the existing domanial system and obtains the domain model, then domain architecture and domain component can be acquired according ?

文章的主要工作包括：（1）给出了一种基于构件的软件开发方法该方法面向特定领域，针对领域内的现有系统进行分析，获得领域模型，然后再根据领域模型得到领域框架和领域构件，并加入构架/件库中。

By this means the ultimate load of eccentrically compressed reinforced concrete members under different temperature can be calculated comparatively accuracy and it is verified by the experiment data.

给出了一种计算三面高温下钢筋混凝土压弯构件极限承载力的简化计算方法，通过此方法能够比较准确地计算出不同温度下钢筋混凝土压弯构件的极限承载力，并为试验数据所验证。

Lastly, the paper exploringly studies reutilization_based software development, component agent , service object deploying information base , naming of component and integration architecture of constructing application system

最后，探讨性的分析了基于复用的软件开发方法、构件代理、服务对象配置信息库、构件的命名机制和构建应用系统的集成框架。

This paper mesents the method that can calculate concrete compressive strength of non-batch member through its 5% fractile and revising coefficient if its material strength is in obedience to normal distribution.

本文结合工程实例提出对材料强度为正态分布的非批构件按其分布5%分位数并考虑样本容量修正系数确定构件混凝土强度推定值的方法。

The hooping mechanism of the CFST member was analyzed by using energy principle and minimum potatial energy principle .

利用修正弹性模量的方法来计入内填式钢管混凝土轴压构件承载力的提高，并用能量法和最小势能原理从中导出了在轴向压力作用下内填式钢管混凝土构件受箍机理。

Another aspect of the present invention provides a kit for vaginal self-use by a female patient in protection against contracting viral infection and against conception as a result of normal heterosexual intercourse, said kit comprising a vaginal applicator comprising a vaginally insertable tubular member having a length of about five inches, and having an aperturable distal end adapted to be positioned adjacent to the patient's cervix when the applicator is fully inserted into the patient's vagina, and at least one unit dose of the spermicidally and virucidally effective formulation described above, said unit dose being from about 5-10 mls thereof.

本发明的另一方面，系给女性患者提供一套阴道自用的工具，以防止感染病菌或因异性间正常性行为而受孕。该套工具包含一个阴道给药器（由一个长约5英寸、末端有孔眼的、可插入阴道的管状构件构成，当给药器全部插入患者阴道后，构件的末端适合置于患者的宫颈附近），以及至少1个单位剂量（5-10毫升）的前述有效杀精和杀菌的配方。

A kit for vaginal self-use by a female patient in protection against contracting viral infection and against conceptions as a result of normal heterosexual intercourse, said kit comprising a vaginal applicator comprising a vaginally insertable tubular member having a length of about five inches, and having an aperturable distal end adapted to be positioned adjacent to the patient's cervix when the applicator is fully inserted into the patient6's vagina, and at least one unit dose of the spermicidally and virucidally effective formulation of claim 1, said unit dose being form about 5-10 mls thereof.

一套女性患者阴道自用的工具，以防止感染病毒或因异性间正常性行为而受孕。该套工具包含一个阴道给药器（由一个长约5英寸、末端有孔眼、可插入阴道的管状构件构成，当给药器完全插入患者阴道后，构件的末端适合置于患者的宫颈附近），以及至少1个单位剂量（5-10毫升）的、能有效杀死精子和病菌的权利要求1中的配方。

It provides a basic theory for the deformation property of combined torsion members. With the method, this paper, for the first time, discusses the nonlinear complete process analysis of high-stress concrete members subjected to combined force. It revises the strain-stress relationship contain of intenerate of concrete and simplifies the baroclinic theory of concrete. The calculation result fits the test result well, which proves that membrane-element theory is suit to reinforced concrete combined torsion members.

应用这种方法，本文首次对高强钢筋混凝土压弯剪扭复合受力构件进行了非线性全过程分析，对考虑软化的混凝土本构关系进行了修正，对混凝土斜压场进行了简化，经分析计算与试验结果对比符合较好，说明薄膜元理论对钢筋混凝土复合受扭构件受力行为的全过程分析是一种有效的方法。

In this paper, the baroclinic pole in baroclinic theory is supposed to be membrane-element subjected to shearing stress and normal stress in plain section. With the help of truss model, it meets the equation of two-dimension stress, Moire's strain corresponding equation and double-axis intenerate strain-stress relationship of concrete. It describes the load-behavior and working property of reinforced concrete combined torsion members in the whole load-deformation process.

本文将斜压场理论中的斜压杆表达成在平面内承受剪应力和正应力的钢筋混凝土薄膜元，借助桁架模型，满足二维应力平衡条件、莫尔应变协调条件和混凝土的双轴软化本构关系，揭示钢筋混凝土复合受力构件在受力-变形全过程中受力行为和工作性能，为研究复合受扭构件的变形行为打下了坚实的基础。

This article, based on the analysis of the data from the experiment on"double concrete beams", has shown the availability of using the"ladderlike concrete fabric" or"double steel" after treatment, and it has explained its properties of strength, crack and deflection.

本文根据对&双钢筋混凝土&小梁的试验资料的分析，提出了在普通钢筋混凝土受弯构件中采用经过构造处理后形成的&梯格状钢筋网&即&双钢筋&的可行性。阐述了双钢筋构件的强度、裂缝及变形的特点。

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。