• 最好能够构建一个模式使用复合模式识别出生代码角色,再用户合作,那样在生成代码之后可以进行改善。

    Better to look to build out a pattern repository, use compound patterns and recognize a role for seeding the code and incorporating user regions where code can be augmented after generation.

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  • 会学习如何您通常使用配置中融合两种企业模式创建复合模式

    You learn how to combine two enterprise patterns in their commonly used configurations to create the composed pattern.

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  • 为了重用他们可以使用本文步骤创建自己复合模式层次

    You can apply the steps in this article to create your own composed patterns and hierarchies for reusing them.

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  • 模式复合目标就是捕获协同工作模式使用

    The goal of pattern composition is to capture the commonly known USES of patterns that work together.

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  • 所以这种情况下要使用聚合组件系列一篇文章设计复合应用程序设计模式对此进行了讨论。

    Instead, an aggregation component is used in these cases, as discussed in a previous article in this series, "Designing composite applications: Design patterns."

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  • 这种情况下,需要通过其他组件一次一次的使用创建这个复合模式解决问题这些反复的使用技术非常相似但却实现不同目的

    In this case, the composite pattern created to solve this problem is used again and again with other components that are technically very similar but fulfill different purposes.

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  • 除此之外,复合模式代码形式获得使用多重模式开发方案通常用法实践

    Beyond that, composed patterns capture, in a codified pattern form, the common USES and best practices of developing solutions that use multiple patterns.

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  • 复合模式捕获了应用组件模式辅助工件使用模式

    A composed pattern captures the usage pattern of applying the component patterns and associated artifacts.

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  • 这项技术可以使用业务规则定义验证组合文档从而模式片段组织起来,定义更大复合文档。

    This technology allows business rules to define, validate, and compose documents; thus schema fragments can be brought together to define larger, compound documents.

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  • 工程广泛使用复合材料夹层结构各种外力作用时常见的失效模式屈曲

    The sandwich structure of composite material, which has been abroad used in the engineering, always are acted by various outside forces. The familiar invalid mode of them is buckling.

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  • 工程广泛使用复合材料夹层结构各种外力作用时常见的失效模式屈曲

    The sandwich structure of composite material, which has been abroad used in the engineering, always are acted by various outside forces. The familiar invalid mode of them is buckling.

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