土木工程畢業(yè)設(shè)計(jì)外文翻譯-高層建筑結(jié)構(gòu)

1、<p>　　Tall Building Structure</p><p>　　Tall buildings have fascinated mankind from the beginning of civilization, their construction being initially for defense and subsequently for ecclesiastical purpo

2、ses. The growth in modern tall building construction, however, which began in the 1880s, has been largely for commercial and residential purposes.</p><p>　　Tall commercial buildings are primarily a response

3、to the demand by business activities to be as close to each other, and to the city center, as possible, thereby putting intense pressure on the available land space. Also, because they form distinctive landmarks, tall co

4、mmercial buildings are frequently developed in city centers as prestige symbols for corporate organizations.</p><p>　　Further, the business and tourist community, with its increasing mobility, has fuelled a

5、need for more, frequently high-rise, city center hotel accommodations.</p><p>　　The rapid growth of the urban population and the consequent pressure on limited space have considerably influenced city residen

6、tial development. The high cost of land, the desire to avoid a continuous urban sprawl, and the need to preserve important agricultural production have all contributed to drive residential buildings upward.</p>&l

7、t;p>　　Ideally, in the early stages of planning a building, the entire design team, including the architect, structural engineer, and services engineer, should collaborate to agree on a form of structure to satisfy the

8、ir respective requirements of function, safety and serviceability, and servicing.</p><p>　　It is difficult to define a high-rise building . One may say that a low-rise building ranges from 1 to 2 stories . A

9、 medium-rise building probably ranges between 3 or 4 stories up to 10 or 20 stories or more . </p><p>　　Although the basic principles of vertical and horizontal subsystem design remain the same for low- , me

10、dium- , or high-rise buildings , when a building gets high the vertical subsystems become a controlling problem for two reasons . Higher vertical loads will require larger columns , walls , and shafts . But , more signif

11、icantly , the overturning moment and the shear deflections produced by lateral forces are much larger and must be carefully provided for .</p><p>　　The vertical subsystems in a high-rise building transmit ac

12、cumulated gravity load from story to story , thus requiring larger column or wall sections to support such loading . In addition these same vertical subsystems must transmit lateral loads , such as wind or seismic loads

13、, to the foundations. However , in contrast to vertical load , lateral load effects on buildings are not linear and increase rapidly with increase in height . For example under wind load , the overturning moment at the b

14、a</p><p>　　When the structure for a low-or medium-rise building is designed for dead and live load , it is almost an inherent property that the columns , walls , and stair or elevator shafts can carry most o

15、f the horizontal forces . The problem is primarily one of shear resistance . Moderate addition bracing for rigid frames in“short”buildings can easily be provided by filling certain panels without increasing the sizes of

16、the columns and girders otherwise required for vertical loads.</p><p>　　Unfortunately , this is not is for high-rise buildings because the problem is primarily resistance to moment and deflection rather than

17、 shear alone . Special structural arrangements will often have to be made and additional structural material is always required for the columns , girders , walls , and slabs in order to made a high-rise buildings suffici

18、ently resistant to much higher lateral deformations . </p><p>　　As previously mentioned , the quantity of structural material required per square foot of floor of a high-rise buildings is in excess of that r

19、equired for low-rise buildings . The vertical components carrying the gravity load , such as walls , columns , and shafts , will need to be strengthened over the full height of the buildings . But quantity of material re

20、quired for resisting lateral forces is even more significant .</p><p>　　With reinforced concrete , the quantity of material also increases as the number of stories increases . But here it should be noted tha

21、t the increase in the weight of material added for gravity load is much more sizable than steel , whereas for wind load the increase for lateral force resistance is not that much more since the weight of a concrete build

22、ings helps to resist overturn . On the other hand , the problem of design for earthquake forces . Additional mass in the upper floors will give r</p><p>　　In the case of either concrete or steel design , the

23、re are certain basic principles for providing additional resistance to lateral to lateral forces and deflections in high-rise buildings without too much sacrifire in economy . </p><p>　?、盜ncrease the effecti

24、ve width of the moment-resisting subsystems . This is very useful because increasing the width will cut down the overturn force directly and will reduce deflection by the third power of the width increase , other things

25、remaining cinstant . However , this does require that vertical components of the widened subsystem be suitably connected to actually gain this benefit.</p><p>　?、睤esign subsystems such that the components ar

26、e made to interact in the most efficient manner . For example , use truss systems with chords and diagonals efficiently stressed , place reinforcing for walls at critical locations , and optimize stiffness ratios for rig

27、id frames . </p><p>　?、矷ncrease the material in the most effective resisting components . For example , materials added in the lower floors to the flanges of columns and connecting girders will directly decr

28、ease the overall deflection and increase the moment resistance without contributing mass in the upper floors where the earthquake problem is aggravated . </p><p>　?、碅rrange to have the greater part of vertic

29、al loads be carried directly on the primary moment-resisting components . This will help stabilize the buildings against tensile overturning forces by precompressing the major overturn-resisting components . </p>

30、<p>　　⒌The local shear in each story can be best resisted by strategic placement if solid walls or the use of diagonal members in a vertical subsystem . Resisting these shears solely by vertical members in bending i

31、s usually less economical , since achieving sufficient bending resistance in the columns and connecting girders will require more material and construction energy than using walls or diagonal members . </p><p&

32、gt;　　⒍Sufficient horizontal diaphragm action should be provided floor . This will help to bring the various resisting elements to work together instead of separately . </p><p>　?、稢reate mega-frames by joinin

33、g large vertical and horizontal components such as two or more elevator shafts at multistory intervals with a heavy floor subsystems , or by use of very deep girder trusses .</p><p>　　Remember that all high-

34、rise buildings are essentially vertical cantilevers which are supported at the ground . When the above principles are judiciously applied , structurally desirable schemes can be obtained by walls , cores , rigid frames,

35、tubular construction , and other vertical subsystems to achieve horizontal strength and rigidity . Some of these applications will now be described in subsequent sections in the following . </p><p>　　Shear-W

36、all Systems</p><p>　　When shear walls are compatible with other functional requirements , they can be economically utilized to resist lateral forces in high-rise buildings . For example , apartment buildings

37、 naturally require many separation walls . When some of these are designed to be solid , they can act as shear walls to resist lateral forces and to carry the vertical load as well . For buildings up to some 20storise ,

38、the use of shear walls is common . If given sufficient length ,such walls can economically res</p><p>　　However , shear walls can resist lateral load only the plane of the walls ( i.e.not in a diretion perpe

39、ndicular to them ) . There fore ,it is always necessary to provide shear walls in two perpendicular directions can be at least in sufficient orientation so that lateral force in any direction can be resisted . In additio

40、n , that wall layout should reflect consideration of any torsional effect . </p><p>　　In design progress , two or more shear walls can be connected to from L-shaped or channel-shaped subsystems . Indeed , in

41、ternal shear walls can be connected to from a rectangular shaft that will resist lateral forces very efficiently . If all external shear walls are continuously connected , then the whole buildings acts as tube , and conn

42、ected , then the whole buildings acts as a tube , and is excellent Shear-Wall Seystems resisting lateral loads and torsion . </p><p>　　Whereas concrete shear walls are generally of solid type with openings w

43、hen necessary , steel shear walls are usually made of trusses . These trusses can have single diagonals , “X”diagonals , or“K”arrangements . A trussed wall will have its members act essentially in direct tension or compr

44、ession under the action of view , and they offer some opportunity and deflection-limitation point of view , and they offer some opportunity for penetration between members . Of course , the inclined members o</p>

45、<p>　　As stated above , the walls of elevator , staircase ,and utility shafts form natural tubes and are commonly employed to resist both vertical and lateral forces . Since these shafts are normally rectangular or

46、circular in cross-section , they can offer an efficient means for resisting moments and shear in all directions due to tube structural action . But a problem in the design of these shafts is provided sufficient strength

47、around door openings and other penetrations through these elements . Fo</p><p>　　In many high-rise buildings , a combination of walls and shafts can offer excellent resistance to lateral forces when they are

48、 suitably located ant connected to one another . It is also desirable that the stiffness offered these subsystems be more-or-less symmertrical in all directions .</p><p>　　Rigid-Frame Systems</p><

49、p>　　In the design of architectural buildings , rigid-frame systems for resisting vertical and lateral loads have long been accepted as an important and standard means for designing building . They are employed for low

50、-and medium means for designing buildings . They are employed for low- and medium up to high-rise building perhaps 70 or 100 stories high . When compared to shear-wall systems , these rigid frames both within and at the

51、outside of a buildings . They also make use of the stiffness in bea</p><p>　　Frequently , rigid frames will not be as stiff as shear-wall construction , and therefore may produce excessive deflections for th

52、e more slender high-rise buildings designs . But because of this flexibility , they are often considered as being more ductile and thus less susceptible to catastrophic earthquake failure when compared with ( some ) shea

53、r-wall designs . For example , if over stressing occurs at certain portions of a steel rigid frame ( i.e.,near the joint ) , ductility will allow the </p><p>　　In the case of concrete rigid frames ,there is

54、a divergence of opinion . It true that if a concrete rigid frame is designed in the conventional manner , without special care to produce higher ductility , it will not be able to withstand a catastrophic earthquake that

55、 can produce forces several times lerger than the code design earthquake forces . therefore , some believe that it may not have additional capacity possessed by steel rigid frames . But modern research and experience has

56、 indicated th</p><p>　　Of course , it is also possible to combine rigid-frame construction with shear-wall systems in one buildings ，F(xiàn)or example , the buildings geometry may be such that rigid frames can be

57、used in one direction while shear walls may be used in the other direction。</p><p><b>　　Summary</b></p><p>　　Above states is the high-rise construction ordinariest structural style.

58、In the design process, should the economy practical choose the reasonable form as far as possible.</p><p><b>　　高層建筑結(jié)構(gòu)</b></p><p>　　高樓大廈已經(jīng)著迷，從人類(lèi)文明的開(kāi)始，其建設(shè)是國(guó)防和最初其后教會(huì)的目的。現(xiàn)代高層建筑的增長(zhǎng)，然而，這在1

59、9世紀(jì)80年代開(kāi)始，在很大程度上是為商業(yè)和住宅用途。</p><p>　　高商業(yè)樓宇，主要是對(duì)商業(yè)活動(dòng)的需求響應(yīng)作為彼此接近，并到城市中心，如可能，從而使在現(xiàn)有的土地空間的巨大壓力。此外，因?yàn)樗鼈冃纬甚r明的標(biāo)志性建筑，高商業(yè)樓宇，經(jīng)常制定了促進(jìn)企業(yè)組織的威信的象征的城市中心。</p><p>　　此外，商業(yè)和旅游界與流動(dòng)性日益增加，已促使更多的，經(jīng)常的高層需要，市中心酒店住宿。</p

60、><p>　　城鎮(zhèn)人口的迅速增長(zhǎng)和隨之而來(lái)的壓力有限的空間大大影響了城市住宅發(fā)展。土地成本高，為了避免出現(xiàn)連續(xù)的城市擴(kuò)張以及需要維護(hù)重要的農(nóng)業(yè)生產(chǎn)都有助于推動(dòng)住宅樓宇向上。</p><p>　　理想情況下，在規(guī)劃建設(shè)的初期階段，整個(gè)設(shè)計(jì)團(tuán)隊(duì)，包括建筑師，結(jié)構(gòu)工程師，服務(wù)工程師，應(yīng)互相合作，在商定的結(jié)構(gòu)形式，以滿(mǎn)足功能，安全性和可維護(hù)性各自的需求，并提供服務(wù)。</p><p&

61、gt;　　高層建筑的定義很難確定。可以說(shuō)2-3層的建筑物為底層建筑，而從3-4層地10層或20層的建筑物為中層建筑，高層建筑至少為10層或者更多。</p><p>　　盡管在原理上，高層建筑的豎向和水平構(gòu)件的設(shè)計(jì)同低層及多層建筑的設(shè)計(jì)沒(méi)什么區(qū)別，但使豎向構(gòu)件的設(shè)計(jì)成為高層設(shè)計(jì)有兩個(gè)控制性的因素：首先，高層建筑需要較大的柱體、墻體和井筒；更重要的是側(cè)向里所產(chǎn)生的傾覆力矩和剪力變形要大的多，必要謹(jǐn)慎設(shè)計(jì)來(lái)保證。<

62、;/p><p>　　高層建筑的豎向構(gòu)件從上到下逐層對(duì)累積的重力和荷載進(jìn)行傳遞，這就要有較大尺寸的墻體或者柱體來(lái)進(jìn)行承載。同時(shí)，這些構(gòu)件還要將風(fēng)荷載及地震荷載等側(cè)向荷載傳給基礎(chǔ)。但是，側(cè)向荷載的分布不同于豎向荷載，它們是非線性的，并且沿著建筑物高度的增加而迅速地增加。例如，在其他條件都相同時(shí)，風(fēng)荷載在建筑物底部引起的傾覆力矩隨建筑物高度近似地成平方規(guī)律變化，而在頂部的側(cè)向位移與其高度的四次方成正比。地震荷載的效應(yīng)更為明

63、顯。</p><p>　　對(duì)于低層和多層建筑物設(shè)計(jì)只需考慮恒荷載和部分動(dòng)荷載時(shí)，建筑物的柱、墻、樓梯或電梯等就自然能承受大部分水平力。所考慮的問(wèn)題主要是抗剪問(wèn)題。對(duì)于現(xiàn)代的鋼架系統(tǒng)支撐設(shè)計(jì)，如無(wú)特殊承載需要，無(wú)需加大柱和梁的尺寸，而通過(guò)增加板就可以實(shí)現(xiàn)。</p><p>　　不幸的是，對(duì)于高層建筑首先要解決的不僅僅是抗剪問(wèn)題，還有抵抗力矩和抵抗變形問(wèn)題。高層建筑中的柱、梁、墻及板等經(jīng)常需要

64、采用特殊的結(jié)構(gòu)布置和特殊的材料，以抵抗相當(dāng)高的側(cè)向荷載以及變形。</p><p>　　如前所述，在高層建筑中每平方英尺建筑面積結(jié)構(gòu)材料的用量要高于低層建筑。支撐重力荷載的豎向構(gòu)件，如墻、柱及井筒，在沿建筑物整個(gè)高度方向上都應(yīng)予以加強(qiáng)。用于抵抗側(cè)向荷載的材料要求更多。</p><p>　　對(duì)于鋼筋混凝土建筑，雖著建筑物層數(shù)的增加，對(duì)材料的要求也隨著增加。應(yīng)當(dāng)注意的是，因混凝土材料的質(zhì)量增加而

65、帶來(lái)的建筑物自重增加，要比鋼結(jié)構(gòu)增加得多，而為抵抗風(fēng)荷載的能力而增加的材料用量卻不是呢么多，因?yàn)榛炷磷陨淼闹亓靠梢缘挚箖A覆力矩。不過(guò)不利的一面是混凝土建筑自重的增加，將會(huì)加大抗震設(shè)計(jì)的難度。在地震荷載作用下，頂部質(zhì)量的增加將會(huì)使側(cè)向荷載劇增。</p><p>　　無(wú)論對(duì)于混凝土結(jié)構(gòu)設(shè)計(jì)，還是對(duì)于鋼結(jié)構(gòu)設(shè)計(jì)，下面這些基本的原則都有助于在不需要增加太多成本的前提下增強(qiáng)建筑物抵抗側(cè)向荷載的能力。</p>

66、<p>　　1、增加抗彎構(gòu)件的有效寬度。由于當(dāng)其他條件不變時(shí)能夠直接減小扭矩，并以寬度增量的三次冪形式減小變形，因此這一措施非常有效。但是必須保證加寬后的豎向承重構(gòu)件非常有效地連接。</p><p>　　2、在設(shè)計(jì)構(gòu)件時(shí)，盡可能有效地使其加強(qiáng)相互作用力。例如，可以采用具有有效應(yīng)力狀態(tài)的弦桿和桁架體系；也可在墻的關(guān)鍵位置加置鋼筋；以及最優(yōu)化鋼架的剛度比等措施。</p><p>　

67、　3、增加最有效的抗彎構(gòu)件的截面。例如，增加較低層柱以及連接大梁的翼緣截面，將可直接減少側(cè)向位移和增加抗彎能力，而不會(huì)加大上層樓面的質(zhì)量，否則，地震問(wèn)題將更加嚴(yán)重。</p><p>　　4、通過(guò)設(shè)計(jì)使大部分豎向荷載，直接作用于主要的抗彎構(gòu)件。這樣通過(guò)預(yù)壓主要的抗傾覆構(gòu)件，可以使建筑物在傾覆拉力的作用下保持穩(wěn)定。</p><p>　　5、通過(guò)合理地放置實(shí)心墻體及在豎向構(gòu)件中使用斜撐構(gòu)件，可以

68、有效地抵抗每層的局部剪力。但僅僅通過(guò)豎向構(gòu)件進(jìn)行抗剪是不經(jīng)濟(jì)的，因?yàn)槭怪傲河凶銐虻目箯澞芰?，比用墻或斜撐需要更多材料和施工工作量?lt;/p><p>　　6、每層應(yīng)加設(shè)充足的水平隔板。這樣就會(huì)使各種抗力構(gòu)件更好地在一起工作，而不是單獨(dú)工作。</p><p>　　7、在中間轉(zhuǎn)換層通過(guò)大型豎向和水平構(gòu)件及重樓板形成大框架，或者采用深梁體系。</p><p>　　應(yīng)當(dāng)注意

69、的是，所有高層建筑的本質(zhì)都是地面支撐的懸臂結(jié)構(gòu)。如何合理地運(yùn)用上面所提到的原則，就可以利用合理地布置墻體、核心筒、框架、筒式結(jié)構(gòu)和其他豎向結(jié)構(gòu)分體系，使建筑物取得足夠的水平承載力和剛度。本文后面將對(duì)這些原理的應(yīng)用做介紹。</p><p><b>　　剪力墻結(jié)構(gòu)</b></p><p>　　在能夠滿(mǎn)足其他功能需求時(shí)，高層建筑中采用剪力墻可以經(jīng)濟(jì)地進(jìn)行高層建筑的抗側(cè)向荷載

70、設(shè)計(jì)。例如，住宅樓需要很多隔墻，如果這些隔墻都設(shè)計(jì)為實(shí)例的，那么他們可以起到剪力墻的作用，既能抵抗側(cè)向荷載，又能承受豎向荷載。對(duì)于20層以上的建筑物，剪力墻極為常見(jiàn)。如果給與足夠的寬度，剪力墻能夠有效地抵抗30-40層甚至更多的側(cè)向荷載。</p><p>　　但是，剪力墻只能抵抗平行于墻平面的荷載（也就是說(shuō)不能抵抗垂直于墻的荷載）。因此有必要經(jīng)常在兩個(gè)相互垂直的方向設(shè)置剪力墻，或者在盡可能多的方向布置，以用來(lái)抵抗

71、各個(gè)方向的側(cè)向荷載。并且，墻體設(shè)計(jì)還應(yīng)考慮扭轉(zhuǎn)的問(wèn)題。</p><p>　　在設(shè)計(jì)過(guò)程中，兩片或者更多的剪力墻會(huì)布置成L型或者槽形。實(shí)際上，四片內(nèi)剪力墻可以被聯(lián)結(jié)成矩形，以更有效地抵抗側(cè)向荷載。如果所有外部剪力墻都連接起來(lái)，整個(gè)建筑物就像是一個(gè)筒體，將會(huì)具有很強(qiáng)的抵抗水平荷載和抵抗扭矩的能力。</p><p>　　通?；炷辆图袅Χ际菍?shí)體的，并在有要求時(shí)開(kāi)洞，而鋼筋剪力墻常常是做成桁架式

72、。這些桁架上可能布置成蛋單斜撐、X斜撐及K斜撐。在側(cè)向力作用下這些桁架的組合構(gòu)件受到或拉或壓力。從強(qiáng)度和變形控制角度來(lái)說(shuō)，桁架有著很好的功效，并且管道可以在構(gòu)件之間穿過(guò)。當(dāng)然，鋼桁架墻的斜向構(gòu)件在墻體上要正確放置，以免妨礙開(kāi)窗、循環(huán)以及管道穿墻。</p><p>　　如上所述，電梯強(qiáng)、樓梯間及設(shè)備豎井都可以形成筒狀體，常常用它們既抵抗豎向荷載又抵抗水平荷載。這些筒的橫斷面一般駛矩形或圓形，由于筒結(jié)構(gòu)作用，筒狀結(jié)構(gòu)

73、能夠有效地進(jìn)行各個(gè)方向上的抗彎和抗剪。不過(guò)在這樣的結(jié)構(gòu)設(shè)計(jì)中存在的問(wèn)題是，如何保證在門(mén)洞口和其他孔洞的強(qiáng)度。對(duì)于鋼筋混凝土結(jié)構(gòu)，通過(guò)使用特殊的鋼筋配置在這些孔洞的周?chē)?duì)于鋼剪力墻，則要求在開(kāi)洞處加強(qiáng)節(jié)點(diǎn)連接，以抵抗洞口變形。</p><p>　　對(duì)于很多高層建筑，如果墻體和筒架進(jìn)行合理地安排與連接，會(huì)起到很好的抵抗側(cè)向荷載的作用。還要求由這些結(jié)構(gòu)分體系提供的剛度在各個(gè)方向上應(yīng)大體對(duì)稱(chēng)。</p>&

74、lt;p><b>　　框架結(jié)構(gòu)</b></p><p>　　在建筑物結(jié)構(gòu)設(shè)計(jì)中，用于抵抗豎向和水平荷載的框架結(jié)構(gòu)，常作為一個(gè)重要且標(biāo)準(zhǔn)的型式而被采用。它適用于低層、多層建筑物，亦可用于70-100層高的高層建筑物。同剪力墻結(jié)構(gòu)相比，這種結(jié)構(gòu)更適合在建筑物的內(nèi)部或者外圍的墻體上開(kāi)設(shè)矩形孔洞。同時(shí)它還能充分利用建筑物內(nèi)在任何情況下都要采用的梁和柱的剛度，但當(dāng)柱子與梁剛性連接時(shí)，通過(guò)框架受彎

75、來(lái)抵抗水平和豎向荷載會(huì)使這些柱子的承載能力變得更大。</p><p>　　大多情況下，框架的剛度不如剪力墻，因此對(duì)于細(xì)長(zhǎng)的建筑物將會(huì)出現(xiàn)過(guò)度變形。但正是因?yàn)槠淙嵝裕沟闷渑c剪力墻結(jié)構(gòu)相比具有更大的延性，因而地震荷載下不易發(fā)生事故。例如，如果框架局部出現(xiàn)超應(yīng)力時(shí)，那么其延性就會(huì)允許整個(gè)結(jié)構(gòu)出現(xiàn)倒塌事故。因此，框架結(jié)構(gòu)常被視為最好的高層抗震結(jié)構(gòu)。另一方面，設(shè)計(jì)得好的剪力墻結(jié)構(gòu)也不可能倒塌。</p>&l

76、t;p>　　對(duì)于混凝土框架結(jié)構(gòu)，還存在較大的分歧。的確。如果在混凝土框架設(shè)計(jì)時(shí)不進(jìn)行特殊的延性設(shè)計(jì)，那么他將很難承受比設(shè)計(jì)標(biāo)準(zhǔn)值大很多倍的地震荷載的沖擊。因此，很多人認(rèn)為它不具備鋼框架所具備的超載能力。不過(guò)最新的研究i和實(shí)驗(yàn)表明，當(dāng)混凝土中放入充分的鋼箍和節(jié)點(diǎn)鋼筋時(shí) ，混凝土框架框架也能表現(xiàn)出很好的延性。新建筑規(guī)范對(duì)所謂延性混凝土框架有專(zhuān)門(mén)的規(guī)定。然而，這些規(guī)范往往要求在框架的某處增設(shè)過(guò)多的鋼筋，這就增加了施工的難度。盡管這樣，混

77、凝土框架設(shè)計(jì)還是具備既經(jīng)濟(jì)又實(shí)用的特性。</p><p>　　當(dāng)然，還可以在建筑結(jié)構(gòu)設(shè)計(jì)中，將框架結(jié)構(gòu)和剪力墻結(jié)構(gòu)結(jié)合起來(lái)使用。例如，在房屋建筑上使用框架，而在另一方向上可以使用剪力墻。</p><p><b>　　結(jié)論</b></p><p>　　以上所述就是高層建筑最普通的結(jié)構(gòu)形式。在設(shè)計(jì)過(guò)程中，應(yīng)盡可能經(jīng)濟(jì)實(shí)用地選擇合理的形式。</