混凝土工艺中英文对照外文翻译文献
混凝土工艺中英文对照外文翻译文献(文档含英文原文和中文翻译)
Concrete technology and development
Portland cement concrete has clearly emerged as the material of choice for the construction of a large number and variety of structures in the world today. This is attributed mainly to low cost of materials and construction for concrete structures as well as low cost of maintenance.Therefore, it is not surprising that many advancements in concrete technology have occurred as a result of two driving forces, namely the speed of construction and the durability of concrete.
During the period 1940-1970, the availability of high early strength portland cements enabled the use of high water content in concrete mixtures that were easy to handle. This approach, however, led to serious problems with durability of structures, especially those subjected to severe environmental exposures.
With us lightweight concrete is a development mainly of the last twenty years.
Concrete technology is the making of plentiful good concrete cheaply. It includes the correct choice of the cement and the water, and the right treatment of the aggregates. Those which are dug near by and therefore cheap, must be sized, washed free of clay or silt, and recombined in the correct proportions so as to make a cheap concrete which is workable at a low water/cement ratio, thus easily comoacted to a high density and therefore strong.It hardens with age and the process of hardening continues for a long time after the concrete has attained sufficient strength.
Abrams’law, perhaps the oldest law of concrete technology, states that the strength of a concrete varies inversely with its water cement ratio. This means that the sand content (particularly the fine sand which needs much water) must be reduced so far as possible. The fact that the sand “drinks” large quantities of water can easily be established by mixing several batches of x kg of cement with y kg of stone and the same amount of water but increasing amounts of sand. However if there is no sand the concrete will be so stiff that it will be unworkable thereforw porous and weak. The same will be true if the sand is too coarse. Therefore for each set of aggregates, the correct mix must not be changed without good reason. This applied particularly to the water content.
Any drinkable and many undrinkable waters can be used for making concrete, including most clear waters from the sea or rivers. It is important that clay should be kept out of the concrete. The cement if fresh can usually be chosen on the basis of the maker’s certificates of tensile or crushing tests, but these are always made with fresh cement. Where strength is important , and the cement at the site is old, it should be tested.
This stress , causing breakage,will be a tension since concretes are from 9 to 11times as strong in compression as in tension, This stress, the modulus of rupture, will be roughly double the direct tensile breaking stress obtained in a tensile testing machine,
so a very rough guess at the conpressive strength can be made by multiplying the modulus of rupture by 4.5. The method can be used in combination with the strength results of machine-crushed cubes or cylinders or tensile test pieces but cannot otherwise be regarded as reliable. With these comparisons, however, it is suitable for comparing concretes on the same site made from the same aggregates and cement, with beams cast and tested in the same way.
Extreme care is necessary for preparation,transport,plating and finish of concrete in construction works.It is important to note that only a bit of care and supervision make a great difference between good and bad concrete.The following factors may be kept in mind in concreting works.
Mixing
The mixing of ingredients shall be done in a mixer as specified in the contract.
Handling and Conveying
The handling&conveying of concrete from the mixer to the place of final deposit shall be done as rapidly as practicable and without any objectionable separation or loss of ingredients.Whenever the length of haul from the mixing plant to the place of deposit is such that the concrete unduly compacts or segregates,suitable agitators shall be installed in the conveying system.Where concrete is being conveyed on chutes or on belts,the free fall or drop shall be limited to 5ft.(or 150cm.) unless otherwise permitted.The concrete shall be placed in position within 30 minutes of its removal from the mixer.
Placing Concrete
No concrete shall be placed until the place of deposit has been thoroughly inspected and approved,all reinforcement,inserts and embedded metal properly security in position and checked,and forms thoroughly wetted(expect in freezing weather)or oiled.Placing shall be continued without avoidable interruption while the section is completed or satisfactory construction joint made.
Within Forms
Concrete shall be systematically deposited in shallow layers and at such rate as to maintain,until the completion of the unit,a plastic surface approximately horizontal throughout.Each layer shall be thoroughly compacted before placing the succeeding layer.
Compacting
Method. Concrete shall be thoroughly compacted by means of suitable tools during and immediately after depositing.The concrete shall be worked around all reinforcement,embedded fixtures,and into the comers of the forms.Every precaution shall be taken to keep the reinforcement and embedded metal in proper position and to prevent distortion.
Vibrating. Wherever practicable,concrete shall be internally vibrated within the forms,or in the mass,in order to increase the plasticity as to compact effectively to improve the surface texture and appearance,and to facilitate placing of the concrete.
Vibration shall be continued the entire batch melts to a uniform appearance and the surface just starts to glisten.A minute film of cement paste shall be discernible between the concrete and the form and around the reinforcement.Over vibration causing segregation,unnecessary bleeding or formation of laitance shall be avoided.
The effect spent on careful grading, mixing and compaction of concrete will be largely wasted if the concrete is badly cured. Curing means keeping the concretethoroughly damp for some time, usually a week, until it has reached the desired strength. So long as concrete is kept wet it will continue to gain strength, though more slowly as it grows older.
Admixtures or additives to concrete are materials are materials which are added to it or to the cement so as to improve one or more of the properties of the concrete. The main types are:
1. Accelerators of set or hardening,
2. Retarders of set or hardening,
3. Air-entraining agents, including frothing or foaming agents,
4. Gassing agents,
5. Pozzolanas, blast-furnace slag cement, pulverized coal ash,
6. Inhibitors of the chemical reaction between cement and aggregate, which might cause the aggregate to expand
7. Agents for damp-proofing a concrete or reducing its permeability to water,
8. Workability agents, often called plasticizers,
9. Grouting agents and expanding cements.
Wherever possible, admixtures should be avouded, particularly those that are added on site. Small variations in the quantity added may greatly affect the concrete properties in an undesiraale way. An accelerator can often be avoided by using a rapid-hardening cement or a richer mix with ordinary cement, or for very rapid gain of strength, high-alumina cement, though this is very much more expensive, in Britain about three times as costly as ordinary Portland cement. But in twenty-four hours its strength is equal to that reached with ordinary Portland cement in thirty days.
A retarder may have to be used in warm weather when a large quantity of concrete has to be cast in one piece of formwork, and it is important that the concrete cast early in the day does not set before the last concrete. This occurs with bridges when they are cast in place, and the formwork necessarily bends under the heavy load of the wet concrete. Some retarders permanently weaken the concrete and should not be used without good technical advice.
A somewhat similar effect,milder than that of retarders, is obtained with low-heat cement. These may be sold by the cement maker or mixed by the civil engineering contractor. They give out less heat on setting and hardening, partly because they harden more slowly, and they are used in large casts such as gravity dams, where the concrete may take years to cool down to the temperature of the surrounding air. In countries like Britain or France, where pulverized coal is burnt in the power stations, the ash, which is very fine, has been mixed with cement to reduce its production of heat and its cost without reducing its long-term strength. Up to about 20 per cent ash by weight of the cement has been successfully used, with considerable savings in cement costs.
In countries where air-entraining cement cement can be bought from the cement maker, no air-entraining agent needs to be mixed in .When air-entraining agents draw into the wet cement and concrete some 3-8 percent of air in the form of very small bubbles, they plasticize the concrete, making it more easily workable and therefore enable the water |cement ratio to be reduced. They reduce the strength of the concrete slightly but so little that in the United States their use is now standard practice in road-building where heavy frost occur. They greatly improve the frost resistance of the concrete.
Pozzolane is a volcanic ash found near the Italian town of Puzzuoli, which is a natural cement. The name has been given to all natural mineral cements, as well as to the ash from coal or the slag from blast furnaces, both of which may become cements when ground and mixed with water. Pozzolanas of either the industrial or the mineral type are important to civil engineers because they have been added to oridinary Portland cement in proportions up to about 20 percent without loss of strength in the cement and with great savings in cement cost. Their main interest is in large dams, where they may reduce the heat given out by the cement during hardening. Some pozzolanas have been known to prevent the action between cement and certain aggregates which causes the aggregate to expand, and weaken or burst the concrete.
The best way of waterproof a concrete is to reduce its permeability by careful mix design and manufacture of the concrete, with correct placing and tighr compaction in strong formwork ar a low water|cement ratio. Even an air-entraining agent can be used because the minute pores are discontinuous. Slow, careful curing of the concrete improves the hydration of the cement, which helps to block the capillary passages through the concrete mass. An asphalt or other waterproofing means the waterproofing of concrete by any method concerned with the quality of the concrete but not by a waterproof skin.
Workability agents, water-reducing agents and plasticizers are three names for the same thing, mentioned under air-entraining agents. Their use can sometimes be avoided by adding more cement or fine sand, or even water, but of course only with great care.
The rapid growth from 1945 onwards in the prestressing of concrete shows that there was a real need for this high-quality structural material. The quality must be high because the worst conditions of loading normally occur at the beginning of the life of the member, at the transfer of stress from the steel to the concrete. Failure is therefore more likely then than later, when the concrete has become stronger and the stress in the steel has decreased because of creep in the steel and concrete, and shrinkage of the concrete. Faulty members are therefore observed and thrown out early, before they enter the structure, or at least before it The main advantages of prestressed concrete in comparison with reinforced concrete are :
①The whole concrete cross-section resists load. In reinforced concrete about half the section, the cracked area below the neutral axis, does no useful work. Working deflections are smaller.
②High working stresses are possible. In reinforced concrete they are not usually possible because they result in severe cracking which is always ugly and may be dangerous if it causes rusting of the steel.
③Cracking is almost completely avoided in prestressed concrete.
The main disadvantage of prestressed concrete is that much more care is needed to make it than reinforced concrete and it is therefore more expensive, but because it is of higher quality less of it needs to be needs to be used. It can therefore happen that a solution of a structural problem may be cheaper in prestressed concrete than in reinforced concrete, and it does often happen that a solution is possible with prestressing but impossible without it.
Prestressing of the concrete means that it is placed under compression before it carries any working load. This means that the section can be designed so that it takes no tension or very little under the full design load. It therefore has theoretically no cracks and in practice very few. The prestress is usually applied by tensioning the steel before the concrete in which it is embedded has hardened. After the concrete has hardened enough to take the stress from the steel to the concrete. In a bridge with abutments able to resist thrust, the prestress can be applied without steel in the concrete. It is applied by jacks forcing the bridge inwards from the abutments. This methods has the advantage that the jacking force, or prestress, can be varied during the life of the structure as required.
In the ten years from 1950 to 1960 prestressed concrete ceased to be an experinmental material and engineers won confidence in its use. With this confidence came an increase in the use of precast prestressed concrete particularly for long-span floors or the decks of motorways. Whereever the quantity to be made was large enough, for example in a motorway bridge 500 m kong , provided that most of the spans could be made the same and not much longer than 18m, it became economical to use
factory-precast prestressed beams, at least in industrial areas near a precasting factory prestressed beams, at least in industrial areas near a precasting factory. Most of these beams are heat-cured so as to free the forms quickly for re-use.
In this period also, in the United States, precast prestressed roof beams and floor beams were used in many school buildings, occasionally 32 m long or more. Such long beams over a single span could not possibly be successful in reinforced concrete unless they were cast on site because they would have to be much deeper and much heavier than prestressed concrete beams. They would certainlly be less pleasing to the eye and often more expensive than the prestressed concrete beams. These school buildings have a strong, simple architectural appeal and will be a pleasure to look at for many years.
The most important parts of a precast prestressed concrete beam are the tendons and the concrete. The tendons, as the name implies, are the cables, rods or wires of steel which are under tension in the concrete.
Before the concrete has hardened (before transfer of stress), the tendons are either unstressed (post-tensioned prestressing) or are stressed and held by abutments outside the concrete ( pre-tensioned prestressing). While the concrete is hardening it grips each tendon more and more tightly by bond along its full length. End anchorages consisting of plates or blocks are placed on the ends of the tendons of post-tensioned prestressed units, and such tendons are stressed up at the time of transfer, when the concrete has hardened sufficiently. In the other type of pretressing, with pre-tensioned tendons, the tendons are released from external abutments at the moment of transfer, and act on the concrete through bond or archorage or both, shortening it by compression, and themselves also shortening and losing some tension.
Further shortening of the concrete (and therefore of the steel) takes place with time. The concrete is said to creep. This means that it shortens permanently under load and spreads the stresses more uniformly and thus more safely across its section. Steel also creeps, but rather less. The result of these two effects ( and of the concrete shrinking when it dries ) is that prestressed concrete beams are never more highly stressed than at the moment of transfer.
The factory precasting of long prestressed concrete beams is likely to become more and more popular in the future, but one difficulty will be road transport. As the length of the beam increases, the lorry becomes less and less manoeuvrable until eventually the only suitable time for it to travel is in the middle of the night when traffic in the district and the route, whether the roads are straight or curved. Precasting at the site avoids these difficulties; it may be expensive, but it has often been used for large bridge beams.
混凝土工艺及发展
波特兰水泥混凝土在当今世界已成为建造数量繁多、种类复杂结构的首选材料。这主要归功于混凝土结构的材料和施工成本以及维修费用低。因此,随着技
术的不断提高在施工速度和混凝土耐久性两个方面取得突破已不足为奇。
1940至1970年期间,提高高强硅酸盐水泥混凝土混合物中的含水量从而使混凝土易于搬运和处理的方法被广为使用。然而，这种做法却对结构的耐久性产生很大的影响，特别是那些处于恶劣环境中的结构。
对于我们来说，轻质混凝土主要是最近二十年来发展起来的。
混凝土工艺就是便宜地制备大量优质混凝土的过程，包括正确选用水泥和水以及正确加工处理骨料。就进开采价廉的骨料同时进行筛分，洗去粘土或泥沙，并且以正确的比例重新组合，以便在低水灰比的情况下配置成和易性良好而且成本低廉的混凝土，这种混凝土因容易捣实到很高的密实度而具有很高的强度。混凝土随着龄期而逐渐硬化，当混泥土已经达到足够的强度后，水化的过程还会持续很长的一段时间。
阿布拉姆斯定律，可能是混凝土工艺学最古老的定律，它指出混凝土强度的变化与其水灰比成反比。这意味着砂的含量（特别是需水量大的细沙）必须尽可能地减少。砂子能“喝”大量水的事实不难由下述实验证明，在用水量相同但用砂量递减的情况下，用Y公斤石子同X公斤水泥搅拌几批混凝土。如果没有砂子，混凝土就非常干硬而且和易性很差，因而孔多强度低。如果经过细心的实验，选择正确的配合比。配合比一经确定之后，没有充分的理由是不能变动的。特别是针对于用水量。
任何可饮用水和一些非饮用水都可用以配制混凝土，包括大部分取自海或河流的清洁水。在混凝土中清除粘土是很重要的。水泥如果是新制成的，通常可根据制造厂的拉伸或压碎实验证明书来选用，但是这种实验经常是用新制成的水泥来做的。在强度极为重要的情况下，水泥在工地上存放过久时，水泥必须经过试验。
由于混凝土的抗压强度为其抗拉强度的9到11倍，引起断折的应力是拉应力。此应力即断裂模量，大约为拉伸试验机所得直接拉伸断裂应力值的两倍。因此将弯折强度乘以4.5，可粗略地估计出抗压强度。此方法可同机械压碎立方体或圆柱体或拉伸试件等的强度试验结果配合使用，否则，这种方法就适宜于用梁对各种混凝土进行比较，梁是以同样同样方式浇制和试验的，而混凝土是在同一工地上由同样的骨料和水泥配制的。
施工过程中必须要特别注意混凝土的准备、运输、浇筑及浇筑完成等工作。稍许的留意和监督就会使混凝土质量的好坏产生很大的差异，注意到这一点很重要。混凝土施工中，以下因素应当谨记。
搅拌
各组成材料应当按合同中的规定在搅拌机中搅拌。
装卸输送混凝土
混凝土从搅拌机到最终浇筑位置间的装卸运输应当既快又好的完成，不发生离析或成分损失。无论什么时候，从搅拌设备到浇筑地点之间的距离，不应使混凝土变稠或离析，运输系统中要安装合适的搅拌器。混凝土应通过斜槽或输送带进行传送，除非允许，否则自由下落高度应当控制在5ft（或150cm）。混泥土应当在30min内从搅拌机运送到浇筑地点。
浇筑混凝土
浇筑混凝土之前，浇筑地点必须经过完全的检查并经允许，所有钢筋、预埋件及内置金属恰当可靠地安装到位并经检查合格，模范完全侵湿（冰雪天气除外）或上油。浇筑混凝土应当无间断地连续进行，浇筑部分完整，或接缝可靠。
入模
混凝土应当有条理地按薄层浇注，并保持这种的速度，直到浇筑完整个单元，整个单元的塑形表面大致水平。每一层混凝土应当在后一层浇筑前进行压实。
密实
方法: 混凝土在浇筑期间或浇筑后立即使用合适的工具进行密实。混凝土应包裹钢筋及内置夹具，填满模板空间。要采取措施保证钢筋和预埋金属的准确位置，防止变形。
振捣: 浇筑过程中，混凝土应当在模板内进行内部振捣，以此来增加可塑性，使其充分密实从而改善表面组织及观感，还便于混凝土的浇筑。
振捣应持续到整批混凝土完全混合，外观均匀且表面开始泛光。在混凝土与模板间以及钢筋周围，可以看出一薄层水泥浆膜。过度的振捣会引起离析、不必要的泌水，或生成浮浆，应当避免。
如果混凝土养护得很差，那么在精心选定的混凝土的级配、拌合和密实成型上所耗费的精力将是徒劳无益的。养护是指在一定的时间内，通常是一个星期内，充分保持混凝土的湿度，直到它达到所要求的强度。只要保持混凝土潮湿不干，它就能继续获得强度，虽然龄期越长，混凝土强度的增长越来越慢。
混凝土的掺合剂或外加剂，是掺合剂混凝土或水泥中的各种材料，以便改善混凝土的某个或几方面的特性。其主要类型是：
1.凝结或硬化方面的速凝剂，
2.凝结或硬化方面的缓凝剂，
3.加气剂，包括起泡剂或泡沫剂，
4.发气剂
5.火山灰，高炉矿渣水泥，粉煤灰
6.水泥和骨料间化学反应的抑制剂，抑制剂可能引起骨料膨胀
7.混凝土防水用或降低混凝土渗透性的外加剂
中文参考文献格式 参考文献（即引文出处）的类型以单字母方式标识： M——专著，C——论文集，N——报纸文章，J——期刊文章，D——学位论文，R——报告，S——标准，P——专利；对于不属于上述的文献类型，采用字母“Z”标识。 参考文献一律置于文末。其格式为： （一）专著 示例 [1] 张志建.严复思想研究[M]. 桂林：广西师范大学出版社，1989. [2] 马克思恩格斯全集：第1卷[M]. 北京：人民出版社，1956. [3] [英]蔼理士.性心理学[M]. 潘光旦译注.北京：商务印书馆，1997. （二）论文集 示例 [1] 伍蠡甫.西方文论选[C]. 上海：上海译文出版社，1979. [2] 别林斯基.论俄国中篇小说和果戈里君的中篇小说[A]. 伍蠡甫.西方文论选：下册[C]. 上海：上海译文出版社，1979. 凡引专著的页码，加圆括号置于文中序号之后。 （三）报纸文章 示例 [1] 李大伦.经济全球化的重要性[N]. 光明日报，1998-12-27，（3） （四）期刊文章 示例 [1] 郭英德.元明文学史观散论[J]. 北京师范大学学报（社会科学版），1995（3）. （五）学位论文 示例 [1] 刘伟.汉字不同视觉识别方式的理论和实证研究[D]. 北京：北京师范大学心理系，1998. （六）报告 示例 [1] 白秀水，刘敢，任保平. 西安金融、人才、技术三大要素市场培育与发展研究[R]. 西安：陕西师范大学西北经济发展研究中心，1998. （七）、对论文正文中某一特定内容的进一步解释或补充说明性的注释，置于本页地脚，前面用圈码标识。 参考文献的类型 根据GB3469-83《文献类型与文献载体代码》规定，以单字母标识： M——专著（含古籍中的史、志论著） C——论文集 N——报纸文章 J——期刊文章 D——学位论文 R——研究报告 S——标准 P——专利 A——专著、论文集中的析出文献 Z——其他未说明的文献类型 电子文献类型以双字母作为标识： DB——数据库 CP——计算机程序 EB——电子公告
英文论文APA格式 英文论文一些格式要求与国内期刊有所不同。从学术的角度讲，它更加严谨和科学，并且方便电子系统检索和存档。 版面格式
表格 表格的题目格式与正文相同，靠左边，位于表格的上部。题目前加Table后跟数字，表示此文的第几个表格。 表格主体居中，边框粗细采用0.5磅；表格内文字采用Times New Roman，10磅。 举例： Table 1. The capitals, assets and revenue in listed banks
图表和图片 图表和图片的题目格式与正文相同，位于图表和图片的下部。题目前加Figure 后跟数字，表示此文的第几个图表。图表及题目都居中。只允许使用黑白图片和表格。 举例： Figure 1. The Trend of Economic Development 注：Figure与Table都不要缩写。 引用格式与参考文献 1. 在论文中的引用采取插入作者、年份和页数方式，如"Doe (2001, p.10) reported that …" or "This在论文中的引用采取作者和年份插入方式，如"Doe (2001, p.10) reported that …" or "This problem has been studied previously (Smith, 1958, pp.20-25)。文中插入的引用应该与文末参考文献相对应。 举例：Frankly speaking, it is just a simulating one made by the government, or a fake competition, directly speaking. (Gao, 2003, p.220). 2. 在文末参考文献中，姓前名后，姓与名之间以逗号分隔；如有两个作者，以and连接；如有三个或三个以上作者，前面的作者以逗号分隔，最后一个作者以and连接。 3. 参考文献中各项目以“点”分隔，最后以“点”结束。 4. 文末参考文献请按照以下格式：
超详细中英文论文参考文献标准格式 1、参考文献和注释。按论文中所引用文献或注释编号的顺序列在论文正文之后，参考文献之前。图表或数据必须注明来源和出处。 （参考文献是期刊时，书写格式为： [编号]、作者、文章题目、期刊名（外文可缩写）、年份、卷号、期数、页码。参考文献是图书时，书写格式为： [编号]、作者、书名、出版单位、年份、版次、页码。） 2、附录。包括放在正文内过份冗长的公式推导，以备他人阅读方便所需的辅助性数学工具、重复性数据图表、论文使用的符号意义、单位缩写、程序全文及有关说明等。 参考文献（即引文出处）的类型以单字母方式标识，具体如下： [M]--专著,著作 [C]--论文集(一般指会议发表的论文续集，及一些专题论文集，如《***大学研究生学术论文集》[N]-- 报纸文章 [J]--期刊文章：发表在期刊上的论文，尽管有时我们看到的是从网上下载的（如知网），但它也是发表在期刊上的，你看到的电子期刊仅是其电子版 [D]--学位论文：不区分硕士还是博士论文 [R]--报告：一般在标题中会有"关于****的报告"字样 [S]-- 标准 [P]--专利 [A]--文章：很少用，主要是不属于以上类型的文章 [Z]--对于不属于上述的文献类型，可用字母"Z"标识，但这种情况非常少见 常用的电子文献及载体类型标识： [DB/OL] --联机网上数据(database online) [DB/MT] --磁带数据库(database on magnetic tape) [M/CD] --光盘图书(monograph on CDROM) [CP/DK] --磁盘软件(computer program on disk) [J/OL] --网上期刊(serial online) [EB/OL] --网上电子公告(electronic bulletin board online) 很显然，标识的就是该资源的英文缩写，/前面表示类型，/后面表示资源的载体，如OL表示在线资源 二、参考文献的格式及举例 1．期刊类 【格式】[序号]作者.篇名[J].刊名,出版年份,卷号(期号)起止页码. 【举例】 [1] 周融，任志国，杨尚雷，厉星星.对新形势下毕业设计管理工作的思考与实践[J].电气电子教学学报，2003(6):107-109. [2] 夏鲁惠.高等学校毕业设计(论文)教学情况调研报告[J].高等理科教育,2004(1):46-52. [3] Heider, E.R.& D.C.Oliver. The structure of color space in naming and memory of two languages [J]. Foreign Language Teaching and Research, 1999, (3): 62 67. 2．专著类
贯彻落实科学发展观大力发展节能与绿色建筑 （2005年2月23日） 中华人民共和国建设部 节能建筑是按节能设计标准进行设计和建造、使其在使用过程中降低能耗的建筑。 绿色建筑是指为人们提供健康、舒适、安全的居住、工作和活动的空间，同时在建筑全生命周期（物料生产，建筑规划、设计、施工、运营维护及拆除过程）中实现高效率地利用资源（能源、土地、水资源、材料）、最低限度地影响环境的建筑物。绿色建筑也有人称之为生态建筑、可持续建筑。 一、发展节能与绿色建筑的重要意义 建筑作为人工环境，是满足人类物质和精神生活需要的重要组成部分。然而，人类对感官享受的过度追求，以及不加节制的开发与建设，使现代建筑不仅疏离了人与自然的天然联系和交流，也给环境和资源带来了沉重的负担。据统计，人类从自然界所获得的50％以上的物质原料用来建造各类建筑及其附属设施，这些建筑在建造与使用过程中又消耗了全球能源的50％左右；在环境总体污染中，与建筑有关的空气污染、光污染、电磁污染等就占了34％；建筑垃圾则占人类活动产生垃圾总量的40％；在发展中国家，剧增的建筑量还造成侵占土地、破坏生态环境等现象日益严重。中国正处于工业化和城镇化快速发展阶段，要在未来15年保持GDP年均增长7％以上，将面临巨大的资源约束瓶颈和环境恶化压力。严峻的事实告诉我们，中国要走可持续发展道路，发展节能与绿色建筑刻不容缓。 绿色建筑通过科学的整体设计，集成绿色配置、自然通风、自然采光、低能耗围护结构、新能源利用、中水回用、绿色建材和智能控制等高新技术，具有选址规划合理、资源利用高效循环、节能措施综合有效、建筑环境健康舒适、废物排放减量无害、建筑功能灵活适宜等六大特点。它不仅可以满足人们的生理和心理需求，而且能源和资源的消耗最为经济合理，对环境的影响最小。 胡锦涛同志指出：要大力发展节能省地型住宅，全面推广节能技术，制定并强制执行节能、节材、节水标准，按照减量化、再利用、资源化的原则，搞好资源综合利用，实现经济社会的可持续发展。温家宝和曾培炎同志也多次指出，建筑节能不仅是经济问题，而且是重要的战略问题。 发展节能与绿色建筑是建设领域贯彻“三个代表”重要思想和十六大精神，认真落实以人为本，全面、协调、可持续的科学发展观，统筹经济社会发展、人与
中英文参考文献格式! (細節也很重要啊。。）来源：李菲玥的日志 规范的参考文献格式 一、参考文献的类型 参考文献（即引文出处）的类型以单字母方式标识，具体如下： M——专著C——论文集N——报纸文章J——期刊文章 D——学位论文R——报告S——标准P——专利 A——文章 对于不属于上述的文献类型，采用字母“Z”标识。 常用的电子文献及载体类型标识： ［ＤＢ/OL］——联机网上数据(database online) ［DB/MT］——磁带数据库(database on magnetic tape) ［Ｍ/CD］——光盘图书(monograph on CD ROM) ［ＣＰ／DK］——磁盘软件(computer program on disk) ［Ｊ／ＯＬ］——网上期刊(serial online) ［ＥＢ/OL］——网上电子公告(electronic bulletin board online) 对于英文参考文献，还应注意以下两点： ①作者姓名采用“姓在前名在后”原则，具体格式是：姓，名字的首字母. 如：Malcolm R ichard Cowley 应为：Cowley, M.R.，如果有两位作者，第一位作者方式不变，&之后第二位作者名字的首字母放在前面，姓放在后面，如：Frank Norris 与Irving Gordon应为：Norri s, F. & I.Gordon.； ②书名、报刊名使用斜体字，如：Mastering English Literature，English Weekly。二、参考文献的格式及举例 1．期刊类 【格式】[序号]作者.篇名[J].刊名，出版年份，卷号（期号）：起止页码. 【举例】 [1] 周融，任志国，杨尚雷，厉星星.对新形势下毕业设计管理工作的思考与实践[J].电气电子教学学报，2003(6)：107-109.
英语毕业论文引用和参考文献格式 英语专业毕业论文引用和参考文献格式采用APA格式及规。 一、文中夹注格式 英语学位论文引用别人的观点、方法、言论必须注明出处，注明出处时使用括号夹注的方法（一般不使用脚注或者尾注），且一般应在正文后面的参考文献中列出。关于夹注，采用APA格式。 （一）引用整篇文献的观点 引用整篇文献（即全书或全文）观点时有两种情况： 1.作者的姓氏在正文中没有出现，如： Charlotte and Emily Bronte were polar opposites, not only in their personalities but in their sources of inspiration for writing (Taylor, 1990). 2. 作者的姓氏已在正文同一句中出现，如： Taylor claims that Charlotte and Emily Bronte were polar opposites, not only in their personalities but in their sources of inspiration for writing (1990). 3. 如果作者的姓氏和文献出版年份均已在正文同一句中出现，按APA的规不需使用括号夹注，如： In a 1990 article, Taylor claims that Charlotte and Emily Bronte were polar opposites, not only in their personalities but in their sources of inspiration for writing. 4. 在英文撰写的论文中引用中文著作或者期刊，括号夹注中只需用汉语拼音标明作者的姓氏，不得使用汉字，如：(Zhang, 2005) （二）引用文献中具体观点或文字 引用文献中某一具体观点或文字时必须注明该观点或者该段文字出现的页码出版年份，没有页码是文献引用不规的表现。 1.引用一位作者的文献 （1）引用容在一页，如： Emily Bronte “expressed increasing hostility for the world of human relationships, whether sexual or social” (Taylor, 1988：11). （2）引用容在多页上，如： Newmark (1988：39-40) notes three characteristically expressive text-types: (a) serious imaginative literature (e.g. lyrical poetry); (b) authoritative statements (political speeches and documents, statutes and legal documents, philosophical and academic works by acknowledged authorities); (c) autobiography, essays, personal correspondence (when these are personal effusions).
动脉粥样硬化所导致的心脑血管疾病是目前发病率和死亡率较高的疾病之一。在动脉粥样硬化的形成过程中, 内皮细胞病变是其中极其重要的因素，最显著的变化是动脉内皮功能紊乱, 血管内皮细胞的损伤和功能改变是动脉粥样硬化发生的起始阶段。 Cardiovascular and cerebrovascular disease caused by atherosclerosis is one of diseases with higher mortality and morbidity at present . In the formation of atherosclerosis, the endothelial cell lesion is one of the most important factors, in which, the most significant change is endothelial dysfunction. In addition, the injuries and the changes of vascular endothelial cells are the initial factors of atherosclerosis. 许多因素会导致血管内皮细胞受损, 主要包括脂多糖(Lipopolysaccharides , LPS)、炎症介质、氧自由基等。其中脂多糖因其广泛的生物学作用, 越来越引起研究者的关注。LPS 是一种炎症刺激物, 是革兰阴性杆菌细胞壁的主要组成成分，其通过刺激血管内皮细胞，引起其相关细胞因子和炎性因子的表达紊乱，尤其是Ca2+ 和活性氧簇(Reactive Oxygen Species , ROS的合成和释放发生改变诱导细胞氧化应激内环境紊乱。大量研究表明, LPS 直接参与动脉粥样硬化的形成过程, 特别是动脉粥样硬化血管炎症的初始阶段, LPS可通过直接作用或间接影响的方式激活并损伤内皮细胞，从而引 起血管内皮细胞形态与功能的改变。 Many factors induce vascular endothelial cell damage, including lipopolysaccharides (LPS), inflammatory mediators and oxygen free
英语优秀论文参考文献格式要求
————————————————————————————————作者：————————————————————————————————日期：
英语专业本科毕业论文 参考文献格式要求 I．文内引用 （一）直接引用 1．引用中的省略 原始资料的引用：在正文中直接引用时，应给出作者、年份，并用带括号的数字标出页码。若有任何资料省略，使用英文时，应用3个省略号在句中标出（…），中文用6个（……）；若两句间的资料省略，英文应用4个省略号标出（‥‥），中文用6个（……）。若要在直接引用插入自己的解释，应使用方括号[ ]。若在资料中有什么错误拼写、错误语法或标点错误会使读者糊涂，应在引用后立即插入[sic]，中文用[原文如此]。下面是一些示例： 例一：The DSM IV defines the disorder [dysthymic] as being in a chronically depressed mood that occurs for "most of the day more days than not for at least two years (Criterion A) .... In children, the mood may be irritable rather than depressed, and the required minimum duration is only one year" (APA, 1994, p. 345). 例二：Issac (1995) states that bipolar disorder "is not only uncommon but may be the most diagnostic entity in children and adolescents in similar settings .... and may be the most common diagnosis in adolescents who are court-remanded to such settings" (p.275). 2．大段落引用 当中文引用超过160字时，不使用引号，而使用“块”的形式（引用起于新的一行，首行缩进4个空格，两端对齐，之后每行都缩进）。 当英文引用超过40字时，不使用引号，而使用“块”的形式（引用起于新的一行，首行缩进5个空格，左对齐，之后每行都缩进）。 Elkind (1978) states:
英文引用及参考文献格式要求 一、参考文献的类型 参考文献（即引文出处）的类型以单字母方式标识，具体如下： M——专著C——论文集N——报纸文章 J——期刊文章D——学位论文R——报告 对于不属于上述的文献类型，采用字母“Z”标识。 对于英文参考文献，还应注意以下两点： ①作者姓名采用“姓在前名在后”原则，具体格式是：姓，名字的首字母.如：MalcolmRichardCowley应为：Cowley,M.R.，如果有两位作者，第一位作者方式不变，&之后第二位作者名字的首字母放在前面，姓放在后面，如：FrankNorris与IrvingGordon应为：Norris,F.&I.Gordon.； ②书名、报刊名使用斜体字，如：MasteringEnglishLiterature，EnglishWeekly。 二、参考文献的格式及举例 1.期刊类 【格式】[序号]作者.篇名[J].刊名，出版年份，卷号（期号）：起止页码. 【举例】 [1]王海粟.浅议会计信息披露模式[J].财政研究，2004,21(1)：56-58. [2]夏鲁惠.高等学校毕业论文教学情况调研报告[J].高等理科教育，2004(1):46-52. [3]Heider,E.R.&D.C.Oliver.Thestructureofcolorspaceinnamingandmemo ryoftwolanguages[J].ForeignLanguageTeachingandResearch,1999,(3):62–6 7. 2.专著类 【格式】[序号]作者.书名[M].出版地：出版社，出版年份：起止页码. 【举例】[4]葛家澍，林志军.现代西方财务会计理论[M].厦门：厦门大学出版社，2001：42. [5]Gill,R.MasteringEnglishLiterature[M].London:Macmillan,1985:42-45. 3.报纸类 【格式】[序号]作者.篇名[N].报纸名，出版日期（版次）. 【举例】 [6]李大伦.经济全球化的重要性[N].光明日报，1998-12-27(3). [7]French,W.BetweenSilences:AVoicefromChina[N].AtlanticWeekly,198 715(33). 4.论文集 【格式】[序号]作者.篇名[C].出版地：出版者，出版年份：起始页码. 【举例】 [8]伍蠡甫.西方文论选[C].上海：上海译文出版社，1979：12-17. [9]Spivak,G.“CantheSubalternSpeak?”[A].InC.Nelson&L.Grossberg(e ds.).VictoryinLimbo:Imigism[C].Urbana:UniversityofIllinoisPress,1988, pp.271-313.
(文档含英文原文和中文翻译) 中英文翻译 平面设计 任何时期平面设计可以参照一些艺术和专业学科侧重于视觉传达和介绍。采用多种方式相结合，创造和符号，图像和语句创建一个代表性的想法和信息。平面设计师可以使用印刷，视觉艺术和排版技术产生的最终结果。平面设计常常提到的进程，其中沟通是创造和产品设计。 共同使用的平面设计包括杂志，广告，产品包装和网页设计。例如，可能包括产品包装的标志或其他艺术作品，举办文字和纯粹的设计元素，如形状和颜色统一件。组成的一个最重要的特点，尤其是平面设计在使用前现有材料或不同的元素。 平面设计涵盖了人类历史上诸多领域，在此漫长的历史和在相对最近爆炸视觉传达中的第20和21世纪，人们有时是模糊的区别和重叠的广告艺术，平面设计和美术。毕竟，他们有着许多相同的内容，理论，原则，做法和语言，有时同样的客人或客户。广告艺术的最终目标是出售的商品和服务。在平面
设计，“其实质是使以信息，形成以思想，言论和感觉的经验”。 在唐朝（ 618-906 ）之间的第4和第7世纪的木块被切断打印纺织品和后重现佛典。阿藏印在868是已知最早的印刷书籍。 在19世纪后期欧洲，尤其是在英国，平面设计开始以独立的运动从美术中分离出来。蒙德里安称为父亲的图形设计。他是一个很好的艺术家，但是他在现代广告中利用现代电网系统在广告、印刷和网络布局网格。 于1849年，在大不列颠亨利科尔成为的主要力量之一在设计教育界，该国政府通告设计在杂志设计和制造的重要性。他组织了大型的展览作为庆祝现代工业技术和维多利亚式的设计。 从1892年至1896年威廉?莫里斯凯尔姆斯科特出版社出版的书籍的一些最重要的平面设计产品和工艺美术运动，并提出了一个非常赚钱的商机就是出版伟大文本论的图书并以高价出售给富人。莫里斯证明了市场的存在使平面设计在他们自己拥有的权利，并帮助开拓者从生产和美术分离设计。这历史相对论是，然而，重要的，因为它为第一次重大的反应对于十九世纪的陈旧的平面设计。莫里斯的工作，以及与其他私营新闻运动，直接影响新艺术风格和间接负责20世纪初非专业性平面设计的事态发展。 谁创造了最初的“平面设计”似乎存在争议。这被归因于英国的设计师和大学教授Richard Guyatt，但另一消息来源于20世纪初美国图书设计师William Addison Dwiggins。 伦敦地铁的标志设计是爱德华约翰斯顿于1916年设计的一个经典的现代而且使用了系统字体设计。 在20世纪20年代，苏联的建构主义应用于“智能生产”在不同领域的生产。个性化的运动艺术在俄罗斯大革命是没有价值的，从而走向以创造物体的功利为目的。他们设计的建筑、剧院集、海报、面料、服装、家具、徽标、菜单等。 Jan Tschichold 在他的1928年书中编纂了新的现代印刷原则，他后来否认他在这本书的法西斯主义哲学主张，但它仍然是非常有影响力。 Tschichold ，包豪斯印刷专家如赫伯特拜耳和拉斯洛莫霍伊一纳吉，和El Lissitzky 是平面设计之父都被我们今天所知。 他们首创的生产技术和文体设备，主要用于整个二十世纪。随后的几年看到平面设计在现代风格获得广泛的接受和应用。第二次世界大战结束后，美国经济的建立更需要平面设计，主要是广告和包装等。移居国外的德国包豪斯设计学院于1937年到芝加哥带来了“大规模生产”极简到美国;引发野火的“现代”建筑和设计。值得注意的名称世纪中叶现代设计包括阿德里安Frutiger ，设计师和Frutiger字体大学;保兰德，从20世纪30年代后期，直到他去世于1996年，采取的原则和适用包豪斯他们受欢迎的广告和标志设计，帮助创造一个独特的办法，美国的欧洲简约而成为一个主要的先驱。平面设计称为企业形象;约瑟夫米勒，罗克曼，设计的海报严重尚未获取1950年代和1960年代时代典型。 从道路标志到技术图表，从备忘录到参考手册，增强了平面设计的知识转让。可读性增强了文字的视觉效果。 设计还可以通过理念或有效的视觉传播帮助销售产品。将它应用到产品和公司识别系统的要素像标志、颜色和文字。连同这些被定义为品牌。品牌已日益成为重要的提供的服务范围，许多平面设计师，企业形象和条件往往是同时交替使用。
Structure and function of the MCS-51series Structure and function of the MCS-51series one-chip computer MCS-51is a name of a piece of one-chip computer series which Intel Company produces.This company introduced8top-grade one-chip computers of MCS-51series in1980after introducing8one-chip computers of MCS-48series in1976.It belong to a lot of kinds this line of one-chip computer the chips have,such as8051,8031,8751, 80C51BH,80C31BH,etc.,their basic composition,basic performance and instruction system are all the same.8051daily representatives-51serial one-chip computers. An one-chip computer system is made up of several following parts:(1)One microprocessor of8(CPU).(2)At slice data memory RAM(128B/256B),it use not depositting not can reading/data that write,such as result not middle of operation, final result and data wanted to show,etc.(3)Procedure memory ROM/EPROM (4KB/8KB),is used to preserve the procedure,some initial data and form in slice. But does not take ROM/EPROM within some one-chip computers,such as8031, 8032,80C,etc..(4)Four8run side by side I/O interface P0four P3,each mouth can use as introduction,may use as exporting too.(5)Two timer/counter,each timer/ counter may set up and count in the way,used to count to the external incident,can set up into a timing way too,and can according to count or result of timing realize the control of the computer.(6)Five cut off cutting off the control system of the source. (7)One all duplexing serial I/O mouth of UART(universal asynchronous receiver/transmitter(UART)),is it realize one-chip computer or one-chip computer and serial communication of computer to use for.(8)Stretch oscillator and clock produce circuit,quartz crystal finely tune electric capacity need outer.Allow oscillation frequency as12megahertas now at most.Every the above-mentioned part was joined through the inside data bus.Among them,CPU is a core of the one-chip computer,it is the control of the computer and command centre,made up of such parts as arithmetic unit and controller,etc..The arithmetic unit can carry on8persons of arithmetic operation and unit ALU of logic operation while including one,the1 storing device temporarilies of8,storing device2temporarily,8's accumulation
中英文对照翻译 (文档含英文原文和中文翻译) Policies for Development of Iron and Steel Industry The iron and steel industry is an important basic industry of the national economy, a supporting industry for realizing the industrialization and an intensive industry in technologies, capital, resources and energy, and its development requires a comprehensive balancing of all kinds of external conditions. China is a big developing country with a comparatively big demand of iron and steel in the economic development for a long time to go. China's production capacity of iron and steel has ranked the first place in the world for many years. However, there is a large gap in terms of the technological level and material consumption of the iron and steel industry compared with the international advanced level, so the focus of development for the future shall be put on technical upgrading and structural adjustment. In order to enhance the whole technical level of the iron and steel industry, promote the structural adjustment, improve the industrial layout, develop a recycling economy, lower the consumption of materials and energy, pay attention to the environmental protection, raise the comprehensive competitive capacity of enterprises, realize the industrial upgrading, and develop the iron and steel industry into an industry with
https://www.doczj.com/doc/3117359895.html, 中英文论文参考文献 一、中英文论文期刊参考文献 [1].面向中英文混合环境的多模式匹配算法. 《软件学报》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2008年3期.孙钦东.黄新波.王倩. [2].基于自适应特征与多级反馈模型的中英文混排文档分割. 《自动化学报》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2006年3期.夏勇.王春恒.戴汝为. [3].基于最大熵方法的中英文基本名词短语识别. 《计算机研究与发展》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI 收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2003年3期.周雅倩.郭以昆.黄萱菁.吴立德. [4].中英文指代消解中待消解项识别的研究. 《计算机研究与发展》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI 收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2012年5期.孔芳.朱巧明.周国栋. [5].基于树核函数的中英文代词消解?. 《软件学报》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2013年5期.孔芳.周国栋. [6].基于树核函数的中英文代词消解. 《软件学报》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2012年5期.孔芳.周国栋. [7].一种并行中英文混合多模式匹配算法. 《计算机工程》.被中信所《中国科技期刊引证报告》收录ISTIC.被北京大学《中文核心期刊要目总览》收录PKU.2014年4期.王震.李仁发.李彦彪.田峥. [8].中英文混合文章识别问题. 《软件学报》.被中信所《中国科技期刊引证报告》收录ISTIC.被EI收录EI.被北京大学《中文核心期刊要目总览》收录PKU.2005年5期.王恺.王庆人.
对菲律宾学校辅导员学习观的探索 艾伦 B.I.贝尔纳多著 [摘要]学生学习改革是学校改革的重中之重，辅导员在学生的学习和进步中起着推动作用.然而，辅导员对学习过程有着怎样的理解呢？在这个研究中，我们调查了115个菲律宾学校的辅导员.就学习过程和影响学习的因素，他们对42个州的看法和做法表明了态度.一个对42个州的回应分析报告阐释了三个因素：（F1）社会认知构建主义，（F2）以教师或课程为中心的行为主义，（F3）个别差异.研究的主要成果是菲律宾学校辅导员的学习观对引导并促进学生的学习和进步起着很大影响. [关键词]学习观，学习概念，学校辅导员，学生学习，菲律宾 世界上许多不同地区的学校改革都将重点放在学生学习上.特别是，大多数学校改进项目都将学生能接受高质量的教育和技能作为自己的目标，以帮助学生活跃于当今竞争激烈的全球经济社会（如：Lee & Williams, 2006）.在这方面，学校改革项目吸取了当代一些学习理论和研究（如：Bransford, Brown, & Cocking, 1999; Lambert & McCombs, 1998）.其中中心思想是学校改进的重点应致力于保证学生高质量的学习或接受有明确目标和标准的课程.例如，教科书（Chien & Young, 2007），计算机与教育技术（Gravoso, 2002; Haertnel & Means, 2003; Technology in Schools Task Force, 2003），教育评估体系（Black & Wiliam, 2004; Cheung & Ng, 2007; Clark, 2001; Stiggins, 2005）被重新考虑，因为这些支撑性的技术和资料影响着学生学习的进步.同样地，学校财政资源的管理和分配也被评估，以验证它们是否被充分调动起来促进学生学习.（Bolam, 2006; Chung & Hung, 2006; Retna, 2007） 从这方面来说，一些支持者号召在改革中对学校辅导员进行测试（Herr, 2002）.在美国，House and Hays (2002) 提出学校辅导员在引导学生进步中应扮演积极的领导角色.与此同时，美国学校辅导员协会在1997年倡导，“学校辅导员计划视是为了促进和加强学习过程”.为了回应这个提议，一些人推荐了所谓的最好办法，让学校辅导员全面参与到促进学生学习中来.（如：Rowell & Hong, 2002; Sink, 2005）. 提高学生的学习也是菲律宾学校改革的主题之一（Bernardo & Garcia, 2006; Bernado & Mendoza, 2009）.然而，尽管学校辅导员在学生学习中的作用引起人们的
中英文论文参考文献标准格式 参考文献（即引文出处）的类型以单字母方式标识，具体如下：? [M]--专着,着作? [C]--论文集(一般指会议发表的论文续集，及一些专题论文集，如《***大学研究生学术论文集》? [N]-- 报纸文章? [J]--期刊文章：发表在期刊上的论文，尽管有时我们看到的是从网上下载的（如知网），但它也是发表在期刊上的，你看到的电子期刊仅是其电子版? [D]--学位论文：不区分硕士还是博士论文? [R]--报告：一般在标题中会有"关于****的报告"字样? [S]-- 标准? [P]--专利? [A]--文章：很少用，主要是不属于以上类型的文章? [Z]--对于不属于上述的文献类型，可用字母"Z"标识，但这种情况非常少见? 常用的电子文献及载体类型标识：? [DB/OL] --联机网上数据(database online)? [DB/MT] --磁带数据库(database on magnetic tape)? [M/CD] --光盘图书(monograph on CDROM)? [CP/DK] --磁盘软件(computer program on disk)? [J/OL] --网上期刊(serial online)? [EB/OL] --网上电子公告(electronic bulletin board online)? 很显然，标识的就是该资源的英文缩写，/前面表示类型，/后面表示资源的载体，如OL表示在线资源? 二、参考文献的格式及举例? 1．期刊类? 【格式】[序号]作者.篇名[J].刊名,出版年份,卷号(期号)起止页码.? 【举例】? [1] 周融，任志国，杨尚雷，厉星星.对新形势下毕业设计管理工作的思考与实践[J].电气电子教学学报，2003(6):107-109.? [2] 夏鲁惠.高等学校毕业设计(论文)教学情况调研报告[J].高等理科教育,2004(1):46-52.? ? 2．专着类? 【格式】[序号]作者.书名[M].出版地:出版社,出版年份:起止页码.? 【举例】? [4] 刘国钧,王连成.图书馆史研究[M].北京:高等教育出版社,1979:15-18,31.? [5] Gill, R. Mastering English Literature [M]. London: Macmillan, 1985: 42-45.? 3．报纸类? 【格式】[序号]作者.篇名[N].报纸名,出版日期(版次).? 【举例】? [6] 李大伦.经济全球化的重要性[N]. 光明日报，1998-12-27(3).? [7] French, W. Between Silences: A Voice from China[N]. Atlantic Weekly, 1987-8-15(33).?
英文参考文献的格式 英文(例子)： [01] Brown, H. D. Teaching by Principles: An Interactive Approach to Language Pedagogy[M]. Prentice Hall Regents, 1994. [02] Brown, J Set al. Situated Cognition and the Culture of Learning[J]. Educational Reasercher, 1, 1989. [03] Chris, Dede. The Evolution of Constructivist Learning Envi-ronments: Immersion in Distributed Virtual Worlds[J]. Ed-ucational Technology, Sept-Oct, 1995. [04] Hymes, D.On communicative competence[M]. J. B. Pride; J. Holmes (eds). Sociolinguistics. Harmondsworth: Penguin, 1972. [05] L. E. Sarbaugh. Intercultural communication[M]. New Brunsw-ick, N.J.U.S.A: Transaction Books, 1988. [06] Puhl, A.. Classroom A ssessment[J]. EnglishTeaching Forum, 1997. [07] Thomas, Jenny. Cross-cultural Pragmatic Failure[J]. Applied Linguistics, 1983, (4): 91-111. [08] William B Gudykunst. Intercultural communication theory[M]. Beverly Hills, CA: Sage Pub, 1983. 1