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As the implementation of power generation separating from grid company and the establishment of power market, the internal and external environment, organization and management style of provincial power grid company have been changed greatly. The existing performance management system of provincial power grid company is not able to adapt to the demands of current business management and internal and external environment. As an important part of the managing and controlling system, performance management system has to be adjusted to adapt to the changes.

随着中国电力体制改革&厂网分开&的实施和电力市场的建立，省级电网企业的内外环境、组织结构及管理模式等都发生了较大的变化，原省级电力公司的绩效管理体系已不适应目前企业经营管理和内外环境的需要，作为管理控制系统重要组成部分的绩效管理系统也应随之进行适应性调整。

For specific aspect, that is, discussing the rank of urban system by using centricity strength, discussing the cities'layout of scale by using Rand-Size Rule, discussing the export-orientated level of the economic development by using the volume of trade for external trade, the foreign direct investment and the dependence on external trade, and discussing the spatial structure by using the Fractal Theory.

通过计算城市中心性强度分析城市体系的等级层次；选用1993—2004年的城市年末总人口数据，分析城市体系的规模结构，应用位序—规模法则探讨环城市的规模分布；采用外贸出口额、外商直接投资额、出口依存度三个指标分析城市经济发展的外向性水平；测算城市体系中各城市之间的直线距离，应用分形理论分析城市体系空间结构。

It contains three facets, that is, discussing the cities' layout of scale by using Rand-Size Rule, discussing the export-orientated level of the economic development by using the volume of trade for external trade, the foreign direct investment and the dependence on external trade, and discussing the spatial structure by using the Fractal Theory.

选用1993-2003年年末城市总人口数据，应用位序－规模法则探讨环渤海港口城市的规模分布；采用外贸出口额、外商直接投资额、出口依存度3个指标分析城市经济发展的外向性水平；测算城市体系中各城市间的直线距离，应用分形理论分析环渤海港口城市空间结构。

In order to calculate the high external water pressure, the rock seepage field and external water pressure coefficient should be treated in detail.

对于外水压力的计算方法主要有渗流场分析方法和外水压力作用系数法。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等活动房效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Finally, it has finally found out good means: Bites with the mouth , again makes an effort toward the external bracing, attempted to take out the fat, but unexpectedly this is very long, pulls time does not help matters, the great tit uses its foot, stepped on with the foot already draws in , again used the mouth to bite the rope toward the external bracing, pulled a section, stepped on a section with the foot.

最后，它终于想出了一个好办法：用嘴咬住细绳，再用力往外拉，企图把肥肉取出来，不料这根细绳很长，拉一次还无济于事，大山雀就动用它的脚，用脚踩住已经拉上来的细绳，再用嘴咬住绳往外拉，拉一段，用脚踩一段。

Fourth, we should pay attention to the external ear line, if the external damage will directly affect the life span of wire inside.

第四、耳塞线外部也要注意，如果外部出现损坏，将直接影响里面导线的寿命。

This effective way of operation can be widely applied in many types of external ear deformities restoration, especially for the patients who have full thickness defect of external ear.

耳后乳突区皮瓣可广泛用于耳廓多种类型畸形的整复，尤其对于有外耳全层组织缺损者，是一种行之有效的手术方法。

If we separate emotions, or affects, from the thought of an external cause, and join them to other thoughts, then the Love, or Hate, toward the external cause is destroyed, as are the vacillations of mind arising from these affects.

如果我们使心中的情感与一个外在原因的思想分开，而把它与另一个思想联接起来，那么对于那外在原因的爱或恨以及由这些情感所激起的心灵的波动，便将随之消灭。

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。