宏观的

This is one of important and theoretical foundations that practice macroscopical adjusting control.

这是实行宏观调控的重要理论基础之一。

But this time, the advent of macro-control.

但是这一次，出现的宏观调控。

The main factors affecting the soil-structure interface behaviors were found experimentally and theoretically, including: 1 the thickness of the interface that is five to six times the average grain size of the soil; 2 the aeolotropy of interface, which is responsible for anisotropic response of the stress-strain response of the interface; 3 two physical states, including crashing and compression of the soil near the structure surface, which govern the stress-strain response of the interface strongly; 4 two shear deformation components due to sliding and constraint of the structure surface relative to the soil respectively, which forms the deformation of the interface; 5 the volumetric strain due to dilatancy, which is found to be composed of a reversible dilatancy component and an irreversible dilatancy component. 4. A unified constitutive model of the interface, based on new elasto-plasticity damage theory, was developed. It was confirmed to be effective for the conditions considering monotonic and cyclic shearing, coupling effect of shear and volumetric strains, evolution of physical state, micro-structure aeolotropy of the soil and the resulting aeolotropy of the interface as well as the three normal boundary conditions stated above. 5. 2D and 3D finite element formulations of the present model were derived and incorporated into the FEM codes. They were applied to the evaluation of practical engineering problems with different typical interfaces between soil and structure. The new model was shown to be reasonable and effective.

确定了粗粒土与结构接触面厚度约为5～6倍的平均粒径，首次揭示了接触面的细观结构异向性以及由此所引起的宏观剪切异向性，发现了在单调和往返剪切荷载作用下土颗粒破碎和剪切压密两种物态变化机制共同支配着接触面力学性质的变化，通过细观分析证实了接触面的变形可分解为一般同时发生的土与结构交界面上的滑移变形以及结构面位移约束范围之内土体本身的剪切变形两部分，观测到接触面受剪时表现出明显的相对法向位移，并可分解为可逆性和不可逆性两个分量；(4)建立了第一个能够统一地描述单调与往返剪切特性、剪应变与体应变耦合特性、细观结构和宏观剪切异向性以及土颗粒破碎等物态变化特性的土与结构接触面弹塑性损伤本构数学模型，并采用多种法向边界条件复杂加载路径的试验成果验证了新模型的合理性和有效性；(5)提出了新模型的二、三维有限元格式并结合实际边值问题进行了应用计算分析，比较了不同接触面本构模型对计算结果的影响，证实了新模型及其有限元格式不仅能够合理地描述土与结构接触面的主要力学特性，还能够较好地反映土体与结构物在接触面处的滑移、脱开等不连续现象。

Since then, in order to "curb excessive investment phenomenon" as the main objectives of macro-control Afterburning sharp, steel, cement, electrolytic aluminum, real estate and other industries to become the focus of regulation.

自那时以来，以"遏制过度投资现象"为主要目标的宏观调控加力夏普，钢铁，水泥，电解铝，房地产等行业成为调控的重点。

Long-term since, macroeconomics involves an amenorrhoea help only, the research below open economy condition often is ignored.

长期以来，宏观经济学只涉及封闭经济，开放经济条件下的研究往往被忽视。

The first part introduces MPA's historical development in America and its particular characteristics. This partmainly focuses on 5 main characteristics, namely,(1) the development of practical skills as the highest priority in their educational formation,(2) the experience-oriented enrollment system;(3) the perfected curriculum setting,(4) the effective and flexible teaching methods, and (5) the highly trained faculty. The second part analyzes the background and key problems of Chinese MPA's education. It includes a lack of specialized educational aims, an overly grade-conscious enrolment system, a need for a more flexible curriculum, a shortage of "case-oriented" teaching methods and the dearth of a highly trained faculty. The third part proposes a theoretical framework based on the MPA educational model.

本文首先阐述了美国MPA教育的发展历程，并在追溯历史的基础上总结了美国MPA教育的主要特点，即：能力为先的培养目标、注重经历的招生办法、完善多样的课程设置、灵活有效的教学方式以及专兼结合的师资队伍五个方面；然后分析了我国MPA教育产生与发展的宏观背景与学科背景，并从MPA教育微观层面对我国目前存在的主要问题进行剖析，这些问题包括培养目标缺乏个性、招生录取偏重分数、课程设置弹性不足、案例教学较为薄弱、队伍建设有待加强；再从MPA教育的学科性质、培养目标、学科基础、课程设置、馨糕孺教学方法等方面构筑了MPA教育的基本理论框架：最后，提出了我国MPA教育改革与发展的基本思路与主要对策，思路着眼于MPA教育的长远发展，对策主要针对目前我国MPA教育存在的主要问题，包括：适时调整宏观政策、加大教学创新力度、强化师资队伍建设、加强硬件环境建设以及构建开放教育网络五个方面。

Based on investigating the short and intermittent structural plane, surrounding rockmass of the huge underground powerhouse in Three Gorge has been divided into five statistical similar areas according to its characteristic of rockmass structure by applying structure plane network simulation. Distributed characteristic of structural plane has been studied and based on it mechanics macrocharacteristic has been studied:(1) It is the first time that based on the result of structural plane network simulation rockmass quality of every structure area has been studied with applying blurred information optimum seeking technique and be compared with and RQD method. The result indicated that it has better effect to evaluate rock quality with blurred information optimum seeking technique.(2) It is the first time that the interrelated relationship of the result of in-suit rockmass deformation test and fractal characteristic of structure on test point has been applied to determine rockmass deformation parameter. The question of evaluating deformation parameters of engineering rockmass has been solved.(3) Anisotropy strength parameters have been determined by applying shear zones simulating method. The result indicated that there are different strength parameters in every structural area, after comparing the result of Fast Lagranian Analysis in continua number simulation method with that of method of weighted mean according to continuity. The result indicated that when a suitable reduction coefficient is been considered rockmass strength parameters can be simply and fast determined with method of weighted mean according to continuity where there is not enough test result.(4) Damage characteristic has been studied based on analysis fractal characteristic of structural plane network by applying fractal-damage coupling method. It is the first time that the concept of damage degree has been set up to evaluate rockmass quality according to the biggest principal damage.

通过对短小、断续性结构面统计特征的研究，将地下厂房区划分为五个岩体结构统计均质区，应用结构面网络模拟技术研究了各个岩体结构均质区结构面的发育分布特征，并以此为基础对岩体宏观力学特性进行了深入研究：(1)首次通过在结构面网络模拟计算结果的基础上，应用模糊信息优化技术研究了厂房区各个岩体结构分区的岩体质量并与岩体基本质量指标研究法、岩体质量指标RQD值研究法作了对比，结果表明以结构面网络模拟结果为基础，应用模糊信息优化技术进行岩体质量评价能够取得很好的效果，解决了工程岩体质量的定量评价问题；(2)首次通过对已有的现场大型岩体变形试验结果的分析及相应试验点岩体结构分形特征的研究，建立了结构面分布的分形维数和岩体变形指标间的相关关系，并首次应用这种相关关系根据结构面网络模拟及分形维数计算结果确定了缺少试验结果的地下厂房各工程部位的岩体变形指标而且应用于围岩稳定性计算，解决了工程岩体宏观变形参数的评价问题；(3)应用在结构面模拟网络图上模拟岩体剪切破坏带的方法，得出了岩体在不同方向上的强度参数，结果表明岩体的强度特性与结构面的发育方向和程度有着明显的关系，各个岩体结构均质区具有不同的强度参数；同时还通过应用拉格朗日差分法对岩体强度指标的数值分析并与按连通率加权平均计算法对比表明，按连通率加权平均计算法在考虑合理的折减系数情况下，可以简单快速地对缺少现场大型试验结果的具体工程部位实现岩体强度指标的估计，通过以上研究解决了工程岩体抗剪强度参数的评价问题；(4)通过结构面网络分形维数的研究，应用分形损伤耦合分析方法，研究了厂房区岩体的损伤特征，并首次引入"损伤度"的概念，建立了应用最大主损伤评价岩体质量的指标体系。

It suggests that thepace of proceeding reform should be discretionally adjusted according to social acceptance. The best way is to stick reform intentions to the optimal social acceptance. But the optimal social acceptance also varies with economic growth rate and macroeconomic environment. In searching for the optimal socialacceptance, gradual proceeding is better than radical one. It concludes that the higher growth rate and better macroeconomic environment is, the lower optimal social acceptance is acquired, and the stronger intension can we engage.

作者认为，改革推进的快慢应根据社会的可承受程度&相机抉择&，最好是将改革力度控制在最优的社会可承受程度上不变；改革的最优社会可承受程度也不是一成不变的，它因经济发展速度和其他宏观环境的不同而有所不同，在&寻找&改革的社会最优可承受程度的过程中，&渐进&的改革方式好于&激进&的方式；经济发展速度越快，宏观环境越好，改革所要求的最优社会可承受程度越低，改革的力度就可以越大，经济发展有助于改革的推进。

In the worldwide basis tax reform policy and the domestic macro economic environment changes under the condition, at present Our country Enterprise income tax's tax revenue collection system, is manifesting the tax revenue fairly with the effic ie ncy, the display tax revenue to economic structure aspects and so on control action, tax revenue collection pattern and method, tax source monitoring and tax revenue services structure has many problems, adapted the socialist market economy objective request not completely, must analyze the question which earnestly the enterprise income tax collection aspect exists, and e XP lores the concrete countermeasure which positively the enterprise income tax collection reforms.

内容摘要：摘要：在世界性税改政策及国内的宏观经济环境发生变化的条件下，目前我国企业所得税的税收征管制度，在体现税收公平与效率、发挥税收对经济结构的调节作用、税收…摘要：在世界性税改政策及国内的宏观经济环境发生变化的条件下，目前我国企业所得税的税收征管制度，在体现税收公平与效率、发挥税收对经济结构的调节作用、税收的征管模式与手段、税源监控及税收服务体系等方面存在诸多问题，已不完全适应社会主义市场经济的客观要求，必须认真分析企业所得税征管方面存在的问题，并积极探索企业所得税征管改革的具体对策。

Relying on both dynamic and static analysis methods,both microstructure and macrostructure analysis methods,both on-line and off-line analysis methods,as well as both along-line sampling and die sampling techniques,the author of this thesis studied and developed an on-line microscopic system,the on-line rheometers and the on-line samplers which are used in single screw extruding process for the first time. Based on the analyses of a plenty of experimental results, the thesis mainly discussed following several questions: solid-bed break-up phenomenon on macroscopic scale,melting and deforming mechanism of a solid particle on small particle scale,and polymer morphology on microscopic scale.

本文作者通过把动态和静态分析相结合、微观和宏观分析相结合、在线和非在线分析相结合、沿程取样和机头出口样品分析相结合的方法，在单螺杆挤出过程的在线显微观察与摄影、在线流变测试、在线取样的大量实验分析的基础上，针对挤出过程中从宏观尺度范围的固体床破碎现象、到较小的颗粒尺度范围的固体粒子的熔融与变形、以至微观尺度范围的聚合物材料的形态结构的变化情况等有关几个的问题进行研究讨论。

But we don't care about Battlegrounds.

但我们并不在乎沙场中的显露。

Ah! don't mention it, the butcher's shop is a horror.

啊！不用提了。提到肉，真是糟透了。