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物理专业英语(李淑侠)5.1-5.2原文

物理专业英语(李淑侠)5.1-5.2原文
物理专业英语(李淑侠)5.1-5.2原文

5.1 丨INFORMA TION FROM THE THEORY OF PROBABILITY Assume that we have a macroscopic system, i.e. a system formed by an enormous number of microparticles ( molecules, atoms, ions, electrons) ,in a given state. Assume further that a quantity x characteristic of the system can have the discrete values

s k i x x x x x x ,...,...,,...,,,,321

Let us make a very great number N of measurements of the quantity x ,bringing the system before each measurement to the same initial state ? Instead of performing repeated measurements of the same system, we can take N identical systems in the same state and measure the quantity N once in all these systems. Such a set of identical systems in an identical state is called a statistical ensemble.

Assume that N\ measurements gave the result X\, measurements

the result x2,…,Ni measurements the result X\,and so on ( X) = TV is the number of systems in the ensemble) ? The quantity N^/N is defined as the relative frequency of appearance of the result xt while the limit of this quantity obtained when N tends to infinity, i.e.

N N p i

N i →∝

=lim (5.1) is called the probability of appearance of the result Xi. In the following , in order to simplify the equations, we shall write the expression for the probability in the form Ni/N ,bearing in mind that the transition to the

limit is performed at N →

∝. Since ∑Ni/N, we have

1

=∑=∑N N P i

i (5.2)

i.e. the sum of the probabilities of all possible results of measurement e- quals unity.

The probability of obtaining the result Xi or is

k

i k

k

i iork P P N N N Ni

N N N P +=+=+=

We have thus arrived at the theorem of summation of probabilities. It states that

k i iork P P P += (5.3)

Assume that a system is characterized by the values of two quantities x and y ? Both quantities can take on discrete values whose probabilities of appearance are

N N P N N P i k i i x y x x )

()()

()(,==

Let us find the probability )(,k i y x P of the fact that a certain

measurement will give the result for x and yk for y . The result is obtained in a number of measurements equal to N x P x N i i )()(=. If the value of the quantity y does not depend on that of x, then the result k y will be obtained simultaneously with Xi in a number of cases equal to

)(])([)()(),(k i k i k i y P N x P y P x N y x N ==

[)(i x N plays the part of N for y]. Tlie required probability is

)

()()

,(),(k i k i k i y P x P N y x N y x P ==

Now we have arrived at the theorem of multiplication of probabilities according to which the probability of the simultaneous occurrence of statistically independent events equals the product of the probabilities of each of them occuning separately:

)()(),(k i k i y P x P y x P = (5.4) Knowing the probability of the appearance of different measurement results, we can find the mean value of all the results. According to the definition of the mean value

ixi

ixi

P N N x ∑=∑>=< (5.5)

Let us extend the results obtained to the case when the quantity x characterizing a system can take on a continuous series of values from zero to infinity. In this case, the quantity x is said to have a continuous spectrum of values (in the previous case the spectrum of values was discrete) .

Let us take a very small quantity a (say, a = 10~6) and find the number of measurements 0N ?which give a x <<0, the number 1N ? which give a

< x <2a ,…, the number x N ? for which the result of the measurements is within the interval from x to x + a, and so on. The probability of the fact that the result of the measurements will be within the interval from zero to a is N N P /00?=?,within the interval from a to 2a is N N P /11?=?,…, within the interval from x to x + a is N N P x x /?=?. Let us draw an x-axis and lay off strips of width a and of height

a P x /? upward from it (Fig. 5. la). We obtain a bar graph or histogram. The area of the bar whose left-hand edge has the coordinate x is APX, and the area of the entire histogram is unity [see Eq. (5.2)].

A histogram characterizes graphically the probability of obtaining results of measurements confined within different intervals of width a. The smaller the width of the interval a ,the more detailed will the distribution of the probabilities of obtaining definite values of ^ be characterized. In the limit when a —0, the stepped line confining the histogram transforms into a smooth curve (Fig. 5. lb).The function f(x) defining this curve analytically is called a probability distribution function.

In accordance with the procedure followed in plotting the distribution curve, the area of the bar of width dx (see Fig. 5.1b) equals the probability of the fact that the result of a measurement will be within the range from x to x + dx.Denoting this probability by dPx, we can write

that

dx x f dP x

)(=

(5.6) TTie subscript “x” used with dp indicates that we have in mind the probability for the interval whose left-hand edge is at the point with the coordinate x ? The area confined by a distribution curve ,like that of a histogram, equals unity. This signifies that

1)(==??x dP dx x f (5.7)

Integration is performed over the entire interval of possible values of the quantity x. Equation (5.7) is an analogue of Eq. (5.2).

Knowing the distribution function f(x) 9 we can find the mean value of the result of measuring the quantity x. In ANX = NdPx cases, a result equal to x is obtained. The sum of such results is determined by the expression xdNx = xNdPx. The sum of all the possible results isj xdNx = JxNdPx . Dividing this sum by the number of measurements TV , we get the mean value of the quantity x :

x xdP x ?>=

<

(5.8) This equation is an analogue of Eq. (5.5).

Using Eq. (5.6) for dPx in Eq. (5.8), we obtain

dx x f x x )(?>=

<

(5.9) Similar reasoning shows that the the mean value of a function

dx x f x x )(?>=

<

(5.10) For examqle,

?>=

)(22 (5.11)

5.2 NA TURE OF THE THERMAL MOTION OF MOLECULES

If a gas is in equilibrium, its molecules move absolutely without order, chaotically. All the directions of motion are equally probable, and none of them can be given preference over others. The velocities of the molecules may have the most diverse values. Upon each collision with other molecules, the magnitude of the velocity or speed of a given molecule should, generally speaking, change. It may grow or diminish with equal probability.

The velocities of molecules change by chance upon collisions. A molecule in a series of consecutive collisions may receive energy from its collision partners, and as a result its energy will considerably exceed the mean value 〈 e 〉? Even if we imagine the absolutely fantastic case, how

ever, in which all the molecules of a gas give up their energy to a single molecule and stop moving, the energy of this molecule, and consequently its velocity too, will still be finite. Thus, the velocity of molecules of a gas cannot have values beginning with a certain vmax and ending with infinity. Taking into consideration that processes which would lead to the concentration of a considerable portion of the total energy of all the molecules on one molecule have a low probability, we can say that very high velocities in comparison with the mean value of the velocity can be realized extremely rarely. In exactly the same way, it is virtually impossible for the velocity of a molecule to vanish completely as a result of collisions. Hence, very low and very high velocities in comparison with the mean value have a low probability ? The probability of the given value of v tends to zero both when v tends to zero and when it tends to infinity. It thus follows that the velocities of molecules are mainly grouped near a certain most probable value.

The chaotic nature of motion of molecules can be illustrated with the aid of the following procedure. Let us surround point 0 with a sphere of arbitrary radius r (Fig. 5.2). Any point A on this sphere determines the direction from 0 to A. Consequently ,the direction in which the molecules of a gas move at a certain moment can be set by points Fig.5.2

on the sphere. The equal probability of all the directions results in the fact that the points showing the directions of motion of the molecules will be

distributed over the sphere with a constant density. The latter equals the number N of molecules being considered divided by the surface area of the sphere 4tct . Collisions lead to changes in the directions of motion of the molecules. As a result, the positions of the N points on the sphere continuously change. Owing to the chaotic nature of the motion of the molecules, however, the density of the points at any spot on the sphere

remains constant all the time.

Tlie number of possible directions in space is infinitely great ? But at each moment a finite number of directions is realized, equal to the number of molecules being considered. TTierefore, putting the question of the number of molecules having a given ( depicted by the point on the sphere) direction of motion is deprived of all meaning. Indeed, since the number of possible directions is infinitely great, whereas the number of molecules is finite, the probability of at least one molecule flying in a strictly definite direction equals zero. A question we are able to answer is what number of molecules move in directions close to the given one (determined by point A on the sphere) ? All the points of the surface elements AS of the sphere taken in the vicinity of point A (see Fig.5.2) correspond to these directions. Since the points depicting the directions of motion of the molecules are distributed uniformly over the sphere, then the number of points within the area AS will be

24r S

N N A π?=? (5-12)

Tlie subscript A indicates that we have in view the molecules whose directions of motion are close to that determined by point A.

The ratio AS/r2 is the solid angle subtended by the area AS ? Tlierefore, Eq. (5.12) can be written as follows:

π4?Ω

=?N N A (5.13)

Here is the solid angle containing the directions of motion of the molecules being considered. We remind our reader that 4zr is a complete solid angle (corresponding to the entire surface of the sphere) ?

The direction of OA can be given with the aid of the polar angle Q and the azimuth cp (Fig. 5.3). Hence, the directions of motion of the molecules of a gas can be characterized by giving for each molecule the values of the angles 6 and cp measured from a fixed direction OZ (we can take the direction of a normal to the surface of the vessel confining a gas as such a direction) and the plane P0, drawn through it.

Let us surround the origin of coordinates 0 with a sphere of radius r and find the element dS of the sphere corresponding to the increments Ad and Acp of the angles 9 and cp (Fig.5.4) . The element being considered is a rectangle with the sides rdS and r ?θθd d sin .Thus

?θθd d r

dS sin 2=

(5.14) Tlie expression obtained gives an element of the surface r = const in a spherical system of coordinates.

Dividing Eq. (5.14) by r2 we shall find the element of the solid angle corresponding to the angle intervals from d to 6 + dd and from cp to (p + dcp.

?θθ?θd d d sin ,=Ω (5.15) Two spheres of radius r and r + dr, two cones with the apex angles 6 and d + dd 9 and two planes forming the angles ? and d ? with P0 separate in space a rectangular parallelepiped with the sides rsin θ and dr (see Fig. 5.4) . The volume of this parallelepiped

?

θθd drd r dV sin 2= (5.16) is an element of volume in a spherical system of coordinates (the volume

corresponding to an increase in the coordinates r ,6 and cp by dr, dd , and d^) ?

Passing over from deltas to differentials in Eq. (5. 13) and introducing Eq. (5.15) for d Ω,we arrive at the expression

π?

θθπ?

θ?θ4sin 4,,d d N D N dN =Ω= (5.17)

The subscripts 6 and cp of dTV indicate that we have in view the molecules whose directions of motion correspond to the angle intervals from θto θ+ d θand from ?to ?+ d ?.

(完整版)医学专业英语翻译及答案

Chapter 1 Passage 1 Human Body In this passage you will learn: 1. Classification of organ systems 2. Structure and function of each organ system 3. Associated medical terms To understand the human body it is necessary to understand how its parts are put together and how they function. The study of the body's structure is called anatomy; the study of the body's function is known as physiology. Other studies of human body include biology, cytology, embryology, histology, endocrinology, hematology, immunology, psychology etc. 了解人体各部分的组成及其功能,对于认识人体是必需的。研究人体结构的科学叫解剖学;研究人体功能的科学叫生理学。其他研究人体的科学包括生物学、细胞学、胚胎学、组织学、内分泌学、血液学、遗传学、免疫学、心理学等等。 Anatomists find it useful to divide the human body into ten systems, that is, the skeletal system, the muscular system, the circulatory system, the respiratory system, the digestive system, the urinary system, the endocrine system, the nervous system, the reproductive system and the skin. The principal parts of each of these systems are described in this article. 解剖学家发现把整个人体分成骨骼、肌肉、循环、呼吸、消化、泌尿、内分泌、神经、生殖系统以及感觉器官的做法是很有帮助的。本文描绘并阐述了各系统的主要部分。 The skeletal system is made of bones, joints between bones, and cartilage. Its function is to provide support and protection for the soft tissues and the organs of the body and to provide points of attachment for the muscles that move the body. There are 206 bones in the human skeleton. They have various shapes - long, short, cube - shaped, flat, and irregular. Many of the long bones have an interior space that is filled with bone marrow, where blood cells are made. 骨骼系统由骨、关节以及软骨组成。它对软组织及人体器官起到支持和保护作用,并牵动骨胳肌,引起各种运动。人体有206根骨头。骨形态不一,有长的、短、立方的、扁的及不规则的。许多长骨里有一个内层间隙,里面充填着骨髓,这即是血细胞的制造场所。 A joint is where bones are joined together. The connection can be so close that no movement is possible, as is the case in the skull. Other kinds of joints permit movement: either back and forth in one plane - as with the hinge joint of the elbow - or movement around a single axis - as with the pivot joint that permits the head to rotate. A wide range of movement is possible when the ball - shaped end of one bone fits into a socket at the end of another bone, as they do in the shoulder and hip joints. 关节把骨与骨连接起来。颅骨不能运动,是由于骨与骨之间的连接太紧密。但其它的关节可允许活动,如一个平面上的前后屈伸运动,如肘关节;或是绕轴心旋转运动,如枢轴点允许头部转动。如果一根骨的球形末端插入另一根骨的臼槽里,大辐度的运动(如肩关节、髋关节)即成为可能。 Cartilage is a more flexible material than bone. It serves as a protective, cushioning layer where bones come together. It also connects the ribs to the breastbone and provides a structural base for the nose and the external ear. An infant's skeleton is made of cartilage that is gradually replaced by bone as the infant grows into an adult. 软骨是一种比一般骨更具韧性的物质。它是骨连结的保护、缓冲层。它把肋骨与胸骨连结起来,也是鼻腔与内耳的结构基础。一个婴儿的骨骼就是由软骨组成,然后不断生长、

土木工程专业英语词汇(整理版)

第一部分必须掌握,第二部分尽量掌握 第一部分: 1 Finite Element Method 有限单元法 2 专业英语Specialty English 3 水利工程Hydraulic Engineering 4 土木工程Civil Engineering 5 地下工程Underground Engineering 6 岩土工程Geotechnical Engineering 7 道路工程Road (Highway) Engineering 8 桥梁工程Bridge Engineering 9 隧道工程Tunnel Engineering 10 工程力学Engineering Mechanics 11 交通工程Traffic Engineering 12 港口工程Port Engineering 13 安全性safety 17木结构timber structure 18 砌体结构masonry structure 19 混凝土结构concrete structure 20 钢结构steelstructure 21 钢-混凝土复合结构steel and concrete composite structure 22 素混凝土plain concrete 23 钢筋混凝土reinforced concrete 24 钢筋rebar 25 预应力混凝土pre-stressed concrete 26 静定结构statically determinate structure 27 超静定结构statically indeterminate structure 28 桁架结构truss structure 29 空间网架结构spatial grid structure 30 近海工程offshore engineering 31 静力学statics 32运动学kinematics 33 动力学dynamics 34 简支梁simply supported beam 35 固定支座fixed bearing 36弹性力学elasticity 37 塑性力学plasticity 38 弹塑性力学elaso-plasticity 39 断裂力学fracture Mechanics 40 土力学soil mechanics 41 水力学hydraulics 42 流体力学fluid mechanics 43 固体力学solid mechanics 44 集中力concentrated force 45 压力pressure 46 静水压力hydrostatic pressure 47 均布压力uniform pressure 48 体力body force 49 重力gravity 50 线荷载line load 51 弯矩bending moment 52 torque 扭矩 53 应力stress 54 应变stain 55 正应力normal stress 56 剪应力shearing stress 57 主应力principal stress 58 变形deformation 59 内力internal force 60 偏移量挠度deflection 61 settlement 沉降 62 屈曲失稳buckle 63 轴力axial force 64 允许应力allowable stress 65 疲劳分析fatigue analysis 66 梁beam 67 壳shell 68 板plate 69 桥bridge 70 桩pile 71 主动土压力active earth pressure 72 被动土压力passive earth pressure 73 承载力load-bearing capacity 74 水位water Height 75 位移displacement 76 结构力学structural mechanics 77 材料力学material mechanics 78 经纬仪altometer 79 水准仪level 80 学科discipline 81 子学科sub-discipline 82 期刊journal ,periodical 83文献literature 84 ISSN International Standard Serial Number 国际标准刊号 85 ISBN International Standard Book Number 国际标准书号 86 卷volume 87 期number 88 专著monograph 89 会议论文集Proceeding 90 学位论文thesis, dissertation 91 专利patent 92 档案档案室archive 93 国际学术会议conference 94 导师advisor 95 学位论文答辩defense of thesis 96 博士研究生doctorate student 97 研究生postgraduate 98 EI Engineering Index 工程索引 99 SCI Science Citation Index 科学引文索引

《土木工程专业英语》段兵延第二版全书文章翻译精编版

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08 级土木(1) 班课程考试试卷 考试科目专业英语 考试时间 学生姓名 所在院系土木学院 任课教师 徐州工程学院印制 Stability of Slopes Introduction Translational slips tend to occur where the adjacent stratum is at a relatively shallow depth below the surface of the slope:the failure surface tends to be plane and roughly parallel to the slips usually occur where the adjacent stratum is at greater depth,the failure surface consisting of curved and plane sections. In practice, limiting equilibrium methods are used in the analysis of slope stability. It is considered that failure is on the point of occurring along an assumed or a known failure surface.The shear strength required to maintain a condition of limiting equilibrium is compared with the available shear strength of the soil,giving the average factor of safety along the failure surface.The problem is considered in two dimensions,conditions of plane strain being assumed.It has been shown that a two-dimensional analysis gives a conservative result for a failure on a three-dimensional(dish-shaped) surface. Analysis for the Case of φu =0 This analysis, in terms of total stress,covers the case of a fully saturated clay under undrained conditions, . For the condition immediately after construction.Only moment equilibrium is considered in the analysis.In section, the potential failure surface is assumed to be a circular arc. A trial failure surface(centre O,radius r and length L a where F is the factor of safety with respect to shear strength.Equating moments about O:

土木工程专业英语正文课文翻译

第一课土木工程学 土木工程学作为最老的工程技术学科,是指规划,设计,施工及对建筑环境的管理。此处的环境包括建筑符合科学规范的所有结构,从灌溉和排水系统到火箭发射设施。 土木工程师建造道路,桥梁,管道,大坝,海港,发电厂,给排水系统,医院,学校,公共交通和其他现代社会和大量人口集中地区的基础公共设施。他们也建造私有设施,比如飞机场,铁路,管线,摩天大楼,以及其他设计用作工业,商业和住宅途径的大型结构。此外,土木工程师还规划设计及建造完整的城市和乡镇,并且最近一直在规划设计容纳设施齐全的社区的空间平台。 土木一词来源于拉丁文词“公民”。在1782年,英国人John Smeaton为了把他的非军事工程工作区别于当时占优势地位的军事工程师的工作而采用的名词。自从那时起,土木工程学被用于提及从事公共设施建设的工程师,尽管其包含的领域更为广阔。 领域。因为包含范围太广,土木工程学又被细分为大量的技术专业。不同类型的工程需要多种不同土木工程专业技术。一个项目开始的时候,土木工程师要对场地进行测绘,定位有用的布置,如地下水水位,下水道,和电力线。岩土工程专家则进行土力学试验以确定土壤能否承受工程荷载。环境工程专家研究工程对当地的影响,包括对空气和地下水的可能污染,对当地动植物生活的影响,以及如何让工程设计满足政府针对环境保护的需要。交通工程专家确定必需的不同种类设施以减轻由整个工程造成的对当地公路和其他交通网络的负担。同时,结构工程专家利用初步数据对工程作详细规划,设计和说明。从项目开始到结束,对这些土木工程专家的工作进行监督和调配的则是施工管理专家。根据其他专家所提供的信息,施工管理专家计算材料和人工的数量和花费,所有工作的进度表,订购工作所需要的材料和设备,雇佣承包商和分包商,还要做些额外的监督工作以确保工程能按时按质完成。 贯穿任何给定项目,土木工程师都需要大量使用计算机。计算机用于设计工程中使用的多数元件(即计算机辅助设计,或者CAD)并对其进行管理。计算机成为了现代土木工程师的必备品,因为它使得工程师能有效地掌控所需的大量数据从而确定建造一项工程的最佳方法。 结构工程学。在这一专业领域,土木工程师规划设计各种类型的结构,包括桥梁,大坝,发电厂,设备支撑,海面上的特殊结构,美国太空计划,发射塔,庞大的天文和无线电望远镜,以及许多其他种类的项目。结构工程师应用计算机确定一个结构必须承受的力:自重,风荷载和飓风荷载,建筑材料温度变化引起的胀缩,以及地震荷载。他们也需确定不同种材料如钢筋,混凝土,塑料,石头,沥青,砖,铝或其他建筑材料等的复合作用。 水利工程学。土木工程师在这一领域主要处理水的物理控制方面的种种问题。他们的项目用于帮助预防洪水灾害,提供城市用水和灌溉用水,管理控制河流和水流物,维护河滩及其他滨水设施。此外,他们设计和维护海港,运河与水闸,建造大型水利大坝与小型坝,以及各种类型的围堰,帮助设计海上结构并且确定结构的位置对航行影响。 岩土工程学。专业于这个领域的土木工程师对支撑结构并影响结构行为的土壤和岩石的特性进行分析。他们计算建筑和其他结构由于自重压力可能引起的沉降,并采取措施使之减少到最小。他们也需计算并确定如何加强斜坡和填充物的稳定性以及如何保护结构免受地震和地下水的影响。 环境工程学。在这一工程学分支中,土木工程师设计,建造并监视系统以提供安全的饮用水,同时预防和控制地表和地下水资源供给的污染。他们也设计,建造并监视工程以控制甚至消除对土地和空气的污染。

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Table of Contents Uuit 1 What is Geomatics? (什么是测绘学) (2) Unit 2 Geodetic Surveying and Plane Surveying(大地测量与平面测量) (6) Unit 3 Distance Measurement(距离测量) (10) Unit 4 Angle and Direction Measurement(角度和方向测量) (14) Unit 5 Traversing (导线测量) (17) Unit 6 Methods of Elevation Determination(高程测量方法) (21) Unit 7 Robotic Total Station (智能型全站仪) (25) Unit 8 Errors in Measurement(测量工作中的误差) (29) Unit 9 Basic Statistical Analysis of Random Errors (32) Unit 10 Accuracy and Precision (准确度和精度) (35) Unit 11 Least-Squares Adjustment (38) Unit 12 Geodesy Concepts (40) Unit 13 Geoid and Reference Ellipsoid (42) Unit 14 Datums, Coordinates and Conversions (44) Unit 15 Map Projection (46) Unit 16 Gravity Measurment (48) Unit 17 Optimal Design of Geomatics Network (50) Unit 18 Construction Layout (施工放样) (53) Unit 19 Deformation Monitoring of Engineering Struvture (56) Unit 20 Understan ding the GPS(认识GPS) (59) Uuit 21 Understanding the GPS (II) 认识GPS(II) (62) Unit 22 Competition in Space Orbit(太空轨道上的竞争) (64) Unit 23 GIS Basics(GIS 的基础) (69) Unit 24 Data Types and Models in GIS GIS中的数据类型和模型 (75) Unit 25 Digital Terrain Modeling(数字地面模型) (79) Unit 26 Applications of GIS (83) Unit 27 Developments of photogrammetry (87) Unit 28 Fundamentals of Remote Sensing (遥感的基础) (90) Unit 29 Digital Image Processing and Its Applications in RS (94) Unit 30 Airborne Laser Mapping Technology(机载激光测图技术) (99) Unit 31 Interferometric SAR(InSAR) (102) Unit 32 Brief Introduction toApplied Geophysics (104) Unit 33 Origon of Induced Polarization (105) Unit 34 International Geoscience Organization (108) Unit 35 Prestigious Journals in Geomatics (110) Unit 36 Relevant Surveying Instrument Companies (115) Unit 37 Expression of Simple Equations and Scientific Formulsa (116) Unit 38 Professional English Paper Writing (119) Unit 39 Translation Techniques for EST (127)

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Civil Engineering Civil engineering, the oldest of the engineering specialties, is the planning, design, construction, and management of the built environment. This environment includes all structures built according to scientific principles, from irrigation and drainage systems to rocket-launching facilities. 土木工程学作为最老的工程技术学科,是指规划,设计,施工及对建筑环境的管理。此处的环境包括建筑符合科学规范的所有结构,从灌溉和排水系统到火箭发射设施。 Civil engineers build roads, bridges, tunnels, dams, harbors, power plants, water and sewage systems, hospitals, schools, mass transit, and other public facilities essential to modern society and large population concentrations. They also build privately owned facilities such as airports, railroads, pipelines, skyscrapers, and other large structures designed for industrial, commercial, or residential use. In addition, civil engineers plan, design, and build complete cities and towns, and more recently have been planning and designing space platforms to house self-contained communities. 土木工程师建造道路,桥梁,管道,大坝,海港,发电厂,给排水系统,医院,学校,公共交通和其他现代社会和大量人口集中地区的基础公共设施。他们也建造私有设施,比如飞机场,铁路,管线,摩天大楼,以及其他设计用作工业,商业和住宅途径的大型结构。此外,土木工程师还规划设计及建造完整的城市和乡镇,并且最近一直在规划设计容纳设施齐全的社区的空间平台。 The word civil derives from the Latin for citizen. In 1782, Englishman John Smeaton used the term to differentiate his nonmilitary engineering work from that of the military engineers who predominated at the time. Since then, the term civil engineering has often been used to refer to engineers who build public facilities, although the field is much broader 土木一词来源于拉丁文词“公民”。在1782年,英国人John Smeaton为了把他的非军事工程工作区别于当时占优势地位的军事工程师的工作而采用的名词。自从那时起,土木工程学被用于提及从事公共设施建设的工程师,尽管其包含的领域更为广阔。 Scope. Because it is so broad, civil engineering is subdivided into a number of technical specialties. Depending on the type of project, the skills of many kinds of civil engineer specialists may be needed. When a project begins, the site is surveyed and mapped by civil engineers who locate utility placement—water, sewer, and power lines. Geotechnical specialists perform soil experiments to determine if the earth can bear the weight of the project. Environmental specialists study the project’s impact on the local area: the potential for air and

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non-destructive test 非破损检验 non-load—bearingwall 非承重墙 non—uniform cross—section beam 变截面粱 non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数 normal concrete 普通混凝土 normal section 正截面 notch and tooth joint 齿连接 number of sampling 抽样数量 O obligue section 斜截面 oblique—angle fillet weld 斜角角焊缝 one—way reinforced(or prestressed)concrete slab “单向板” open web roof truss 空腹屋架, ordinary concrete 普通混凝土(28) ordinary steel bar 普通钢筋(29) orthogonal fillet weld 直角角焊缝(61) outstanding width of flange 翼缘板外伸宽度(57) outstanding width of stiffener 加劲肋外伸宽度(57) over-all stability reduction coefficient of steel beam·钢梁整体稳定系数(58) overlap 焊瘤(62) overturning or slip resistance analysis 抗倾覆、滑移验算(10) P padding plate 垫板(52) partial penetrated butt weld 不焊透对接焊缝(61) partition 非承重墙(7) penetrated butt weld 透焊对接焊缝(60) percentage of reinforcement 配筋率(34) perforated brick 多孔砖(43) pilastered wall 带壁柱墙(42) pit·凹坑(62) pith 髓心(?o) plain concrete structure 素混凝土结构(24) plane hypothesis 平截面假定(32) plane structure 平面结构(11) plane trussed lattice grids 平面桁架系网架(5) plank 板材(65) plastic adaption coefficient of cross—section 截面塑性发展系数(58) plastic design of steel structure 钢结构塑性设计(56) plastic hinge·塑性铰(13) plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数

力学专业英语部分翻译 孟庆元

1、应力和应变 应力和应变的概念可以通过考虑一个棱柱形杆的拉伸这样一个简单的方式来说明。一个棱柱形的杆是一个遍及它的长度方向和直轴都是恒定的横截面。在这个实例中,假设在杆的两端施加有轴向力F,并且在杆上产生了均匀的伸长或者拉紧。 通过在杆上人工分割出一个垂直于其轴的截面mm,我们可以分离出杆的部分作为自由体【如图1(b)】。在左端施加有拉力P,在另一个端有一个代表杆上被移除部分作用在仍然保存的那部分的力。这些力是连续分布在横截面的,类似于静水压力在被淹没表面的连续分布。 力的集度,也就是单位面积上的力,叫做应力,通常是用希腊字母,来表示。假设应力在横截面上是均匀分布的【如图1(b)】,我们可以很容易的看出它的合力等于集度,乘以杆的横截面积A。而且,从图1所示的物体的平衡,我们可以看出它的合力与力P必须的大小相等,方向相反。因此,我们可以得出 等式(1)可以作为棱柱形杆上均匀应力的方程。这个等式表明应力的单位是,力除以面积。当杆被力P拉伸时,如图所示,产生的应力是拉应力,如果力在方向是相反,使杆被压缩,它们就叫做压应力。 使等式(1)成立的一个必要条件是,应力,必须是均匀分布在杆的横截面上。如果轴向力P作用在横截面的形心处,那么这个条件就实现了。当力P没有通过形心时,杆会发生弯曲,这就需要更复杂的分析。目前,我们假设所有的轴向力都是作用在横截面的形心处,除非有相反情况特别说明。同样,除非另有说明,一般也假设物体的质量是忽略的,如我们讨论图1的杆

一样。 轴向力使杆产生的全部伸长量,用希腊字母δ表示【如图1(a)】,单位长度的伸长量,或者应变,可以用等式来决定。 L是杆的总长。注意应变ε是一个无量纲的量。只要应变是在杆的长度方向均匀的,应变就可以从等式(2)中准确获得。如果杆处于拉伸状态,应变就是拉应变,代表材料的伸长或者延长如果杆处于受压状态,那么应变就是压应变,这也就意味着杆上临近的横截面是互相靠近的。 当材料的应力和应变显示的是线性关系时,也就是线弹性。这对多数固体材料来说是极其重要的性质,包括多数金属,塑料,木材,混凝土和陶瓷。处于拉伸状态下,杆的应力和应变间的线性关系可以用简单的等式来表示。E是比例常数,叫做材料的弹性模量。 注意E和应力有同样的单位。在英国科学家托马斯·杨(1773 ~ 1829)研究杆的弹性行为之后,弹性模量有时也叫做杨氏模量。对大多数材料来说,压缩状态下的弹性模量与处于拉伸时的弹性模量的一样的。 2、拉伸应力应变行为 一个特殊材料中应力和应变的关系是通过拉伸测试来决定的。材料的试样通常是圆棒的形式,被安置在测试机上,承受拉力。当载荷增加时,测量棒上的力和棒的伸长量。力除以横截面积可以得出棒的应力,伸长量除以伸长发生方向的长度可以得出应变。通过这种方式,材料的完整应力应变图就可以得到。 图1所示的是结构钢的应力应变图的典型形状,轴向应变显示在水平轴,对应的应力以纵坐标表示为曲线OABCDE。从O点到A点,应力和应变之间是

土木工程专业英语修正版

Take the road of sustainable development civil engineering Abstract: Civil Engineering is the oldest in human history "technical science" as a system of industrial activity, the essence of civil engineering production process, is a technical process Civil engineering is the construction of various facilities in science and technology, collectively, both refer to the construction of the object, that is built on the ground, underground, water facilities, a variety of projects, but also refers to the application of materials, equipment and carried out survey and design , construction, maintenance, repair and other technology. As an important basis for discipline, civil engineering has its important attributes: a comprehensive, social, practical, technical and economic and artistic unity. With the progress of human society and development, civil engineering has already evolved into large-scale comprehensive subject, and has many branches, such as: construction, railroad engineering, road engineering, bridge engineering, specialty engineering structures, water supply and drainage projects, port engineering, hydraulic engineering, environmental engineering and other disciplines. There are six professional civil engineering: architecture, urban planning, civil engineering, built environment and equipment engineering, water supply and drainage works and road and bridge projects. Civil engineering is a form of human activity. Human beings pursued it to change the natural environment for their own benefit. Buildings, transportations, facilities, infrastructures are all included in civil engineering. The development of civil engineering has a long history. Our seniors had left a lot of great constructions to us. For example, Zhao Zhou Bridge is the representative of our Chinese civil engineering masterpieces. It has a history of more than 1300 years and is still service at present. Civil engineering has been so rapid development of the period. A lot of new bridges have been constructed, and many greater plans are under discussion. China is a large county. And she is still well developing. However, civil engineers will be facing more complex problems. We should pay attention to the growing population and a lot of deteriorating infrastructures. We should prepare for the possibility of natural disasters. To meet grow needs in the

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