查询词典 macro code

In this paper, one of the particle discrete element method named particle flow code in 2-dimensionPFC~(2D is used. Based on the results of lab tests, sand behavior under monotonic and cyclic loading is simulated from the aspect of association of macro and micro scope.

本文利用颗粒离散元法中的二维颗粒流方法，以试验研究结果为基础，从宏细观结合的角度对单调与循环加荷条件下砂土的力学性质进行了细观模拟。

This code is simply a macro definition file.

此代码只是一个宏定义文件。

It can appear later in source名字 code, to call the macro.

该名字可以出现在后续代码中，作为对该宏的调用。

At the end of the file you should call the EXE_end macro, which defines some symbols to mark section sizes, and these symbols are referred to in the header code generated by EXE_begin.

在文件的最后，你应当调用EXE_end宏，它定义了一些标识段尺寸的符号，而这些宏会在由EXE_begin产生的文件头代码引用。

This macro expands to the correct code for any given platform to actually start the application.

这一宏观扩展到正确的代码为任何特定的平台，真正开始应用。

It removes region code protection and macro vision.

它消除地区代码保护和宏观视野。

In C++ replace macro representation with code to be compiled.

在C++中用代码替换宏定义进行编译。

Integrated HEX Editor, Project support, FTP Client, Macro Recorder, File Search/Replace, Code Explorer, Code page conversion...

综合16进制编辑器，项目支持，FTP客户端，宏记录，文件搜索/替换，代码浏览器，代码页转换。。。

In macro-perspective views, the popularity of codeswitching in ads reveals people"s psychological tendencies of westernization worship and language superiority admiration; in terms of ads plotting, code choice is usually employed as an effective strategy to call people"s attention so as to fulfill the advertising tasks. In addition, Markedness theory further explains how copywriters use implicatory meanings a code itself conveys to affect the target audience"s understanding of copywriters" purposes and intentions.

从宏观的角度上看，中―英语码转换在中国媒体广告中的流行趋势从心理学的角度体现了人们崇洋的心理及对&优势语言&的崇拜；从广告的创作方面来说，语码的选择是广告撰稿人为了引起顾客的注意从而达到广告宣传目的所采用的一种有效手段；&有标记理论&则从语言学的角度分析了广告撰稿人如何利用语码本身所传递的意义影响广告受众对广告人目的及意图的了解。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

I didn't watch TV last night, because it .

昨晚我没有看电视，因为电视机坏了。

Since this year, in a lot of villages of Beijing, TV of elevator liquid crystal was removed.

今年以来，在北京的很多小区里，电梯液晶电视被撤了下来。