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土木工程中英文翻译

土木工程中英文翻译
土木工程中英文翻译

Structural Systems to resist lateral loads

Commonly Used structural Systems

With loads measured in tens of thousands kips, there is little room in the design of high-rise buildings for excessively complex thoughts、Indeed, the better high-rise buildings carry the universal traits of simplicity of thought and clarity of expression、

It does not follow that there is no room for grand thoughts、Indeed, it is with such grand thoughts that the new family of high-rise buildings has evolved、Perhaps more important, the new concepts of but a few years ago have become commonplace in today’ s technology、Omitting some concepts that are related strictly to the materials of construction, the most commonly used structural systems used in high-rise buildings can be categorized as follows:

1.Moment-resisting frames、

2.Braced frames, including eccentrically braced frames、

3.Shear walls, including steel plate shear walls、

4.Tube-in-tube structures、

5.Tube-in-tube structures、

6.Core-interactive structures、

7.Cellular or bundled-tube systems、

Particularly with the recent trend toward more complex forms, but in response also to the need for increased stiffness to resist the forces from wind and earthquake, most high-rise buildings have structural systems built up of combinations of frames, braced bents, shear walls, and related systems、Further, for the taller buildings, the majorities are composed of interactive elements in three-dimensional arrays、

The method of combining these elements is the very essence of the design process for high-rise buildings、These combinations need evolve in response to environmental, functional, and cost considerations so as to provide efficient structures that provoke the architectural development to new heights、This is not to say that imaginative structural design can create great architecture、To the contrary, many examples of fine architecture have been created with only moderate support from the structural engineer, while only fine structure, not great architecture, can be developed without the genius and the leadership of a talented architect、In any event, the best

of both is needed to formulate a truly extraordinary design of a high-rise building、While comprehensive discussions of these seven systems are generally available in the literature, further discussion is warranted here 、The essence of the design process is distributed throughout the discussion、

Moment-Resisting Frames

Perhaps the most commonly used system in low-to medium-rise buildings, the moment-resisting frame, is characterized by linear horizontal and vertical members connected essentially rigidly at their joints、Such frames are used as a stand-alone system or in combination with other systems so as to provide the needed resistance to horizontal loads、In the taller of high-rise buildings, the system is likely to be found inappropriate for a stand-alone system, this because of the difficulty in mobilizing sufficient stiffness under lateral forces、

Analysis can be accomplished by STRESS, STRUDL, or a host of other appropriate computer programs; analysis by the so-called portal method of the cantilever method has no place in today’s technology、

Because of the intrinsic flexibility of the column/girder intersection, and because preliminary designs should aim to highlight weaknesses of systems, it is not unusual to use center-to-center dimensions for the frame in the preliminary analysis、Of course, in the latter phases of design, a realistic appraisal in-joint deformation is essential、

Braced Frame s

The braced frame, intrinsically stiffer than the moment –resisting frame, finds also greater application to higher-rise buildings、The system is characterized by linear horizontal, vertical, and diagonal members, connected simply or rigidly at their joints、It is used commonly in conjunction with other systems for taller buildings and as a stand-alone system in low-to medium-rise buildings、

While the use of structural steel in braced frames is common, concrete frames are more likely to be of the larger-scale variety、

Of special interest in areas of high seismicity is the use of the eccentric braced frame、

Again, analysis can be by STRESS, STRUDL, or any one of a series of two –or three dimensional analysis computer programs、And again, center-to-center dimensions are used commonly in the preliminary analysis、

Shear walls

The shear wall is yet another step forward along a progression of ever-stiffer structural systems、The system is characterized by relatively thin, generally (but not always) concrete elements that provide both structural strength and separation between building functions、In high-rise buildings, shear wall systems tend to have a relatively high aspect ratio, that is, their height tends to be large compared to their width、Lacking tension in the foundation system, any structural element is limited in its ability to resist overturning moment by the width of the system and by the gravity load supported by the element、Limited to a narrow overturning, One obvious use of the system, which does have the needed width, is in the exterior walls of building, where the requirement for windows is kept small、

Structural steel shear walls, generally stiffened against buckling by a concrete overlay, have found application where shear loads are high、The system, intrinsically more economical than steel bracing, is particularly effective in carrying shear loads down through the taller floors in the areas immediately above grade、The sys tem has the further advantage of having high ductility a feature of particular importance in areas of high seismicity、

The analysis of shear wall systems is made complex because of the inevitable presence of large openings through these walls、Preliminary analysis can be by truss-analogy, by the finite element method, or by making use of a proprietary computer program designed to consider the interaction, or coupling, of shear walls、

Framed or Braced Tubes

The concept of the framed or braced or braced tube erupted into the technology with the IBM Building in Pittsburgh, but was followed immediately with the twin 110-story towers of the World Trade Center, New York and a number of other buildings 、The system is characterized by three –dimensional frames, braced frames, or shear walls, forming a closed surface more or less cylindrical in nature, but of nearly any plan configuration、Because those columns that resist lateral forces are placed as far as possible from the cancroids of the system, the overall moment of inertia is increased and stiffness is very high、

The analysis of tubular structures is done using three-dimensional concepts, or by two- dimensional analogy, where possible, whichever method is used, it must be capable of accounting for the effects of shear lag、

The presence of shear lag, detected first in aircraft structures, is a serious limitation in the stiffness of framed tubes、The concept has limited recent applications of framed tubes to the shear of 60 stories、Designers have developed various techniques for reducing the effects of shear lag, most noticeably the use of belt trusses、This system finds application in buildings perhaps 40stories and higher、However, except for possible aesthetic considerations, belt trusses interfere with nearly every building function associated with the outside wall; the trusses are placed often at mechanical floors, mush to the disapproval of the designers of the mechanical systems、Nevertheless, as a cost-effective structural system, the belt truss works well and will likely find continued approval from designers、Numerous studies have sought to optimize the location of these trusses, with the optimum location very dependent on the number of trusses provided、Experience would indicate, however, that the location of these trusses is provided by the optimization of mechanical systems and by aesthetic considerations, as the economics of the structural system is not highly sensitive to belt truss location、

Tube-in-Tube Structures

The tubular framing system mobilizes every column in the exterior wall in resisting over-turning and shearing forces、The term‘tube-in-tube’is largely self-explanatory in that a second ring of columns, the ring surrounding the central service core of the building, is used as an inner framed or braced tube、The purpose of the second tube is to increase resistance to over turning and to increase lateral stiffness、The tubes need not be of the same character; that is, one tube could be framed, while the other could be braced、

In considering this system, is important to understand clearly the difference between the shear and the flexural components of deflection, the terms being taken from beam analogy、In a framed tube, the shear component of deflection is associated with the bending deformation of columns and girders (i、e, the webs of the framed tube) while the flexural component is associated with the axial shortening and lengthening of columns (i、e, the flanges of the framed tube)、In a braced tube, the shear component of deflection is associated with the axial deformation of diagonals while the flexural component of deflection is associated with the axial shortening and lengthening of columns、

Following beam analogy, if plane surfaces remain plane (i、e, the floor slabs),then axial stresses in the columns of the outer tube, being farther form the neutral axis, will be substantially

土木工程类专业英文文献及翻译

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土木工程专业英语翻译

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土木中英翻译

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7 Rigid-Frame Structures A rigid-frame high-rise structure typically comprises parallel or orthogonally arranged bents consisting of columns and girders with moment resistant joints. Resistance to horizontal loading is provided by the bending resistance of the columns, girders, and joints. The continuity of the frame also contributes to resisting gravity loading, by reducing the moments in the girders. The advantages of a rigid frame are the simplicity and convenience of its rectangular form.Its unobstructed arrangement, clear of bracing members and structural walls, allows freedom internally for the layout and externally for the fenestration. Rig id frames are considered economical for buildings of up to' about 25 stories, above which their drift resistance is costly to control. If, however, a rigid frame is combined with shear walls or cores, the resulting structure is very much stiffer so that its height potential may extend up to 50 stories or more. A flat plate structure is very similar to a rigid frame, but with slabs replacing the girders As with a rigid frame, horizontal and vertical loadings are resisted in a flat plate structure by the flexural continuity between the vertical and horizontal components. As highly redundant structures, rigid frames are designed initially on the basis of approximate analyses, after which more rigorous analyses and checks can be made. The procedure may typically inc lude the following stages: 1. Estimation of gravity load forces in girders and columns by approximate method. 2. Preliminary estimate of member sizes based on gravity load forces with arbitrary increase in sizes to allow for horizontal loading. 3. Approximate allocation of horizontal loading to bents and preliminary analysis of member forces in bents. 4. Check on drift and adjustment of member sizes if necessary. 5. Check on strength of members for worst combination of gravity and horizontal loading, and adjustment of member sizes if necessary. 6. Computer analysis of total structure for more accurate check on member strengths and drift, with further adjustment of sizes where required. This stage may include the second-order P-Delta effects of gravity loading on the member forces and drift.. 7. Detailed design of members and connections.

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外文文献及译文 文献、资料题目:PROTECTION AGAINST HAZARDS 院(部):建筑工程学院 专业:土木工程 班级:土木081 姓名:孙继佳 学号:200811003192 指导教师:樊江 翻译日期:2012.5.4

3.1 PROTECTION AGAINST WA TER Whether thrust against and into a building by a flood, driven into the interior by a heavy rain, leaking from plumbing, storm surge, or seeping through the exterior enclosure, water can cause costly damage to a building. Consequently, designers should protect buildings and their contents against water damage. Protective measures may be divided into two classes: floodproofing and waterproofing.Floodproofing provides protection against flowing surface water, commonly caused by a river overflowing its banks. Waterproofing provides protection against penetration through the exterior enclosure of buildings of groundwater, rainwater,and melting snow. Buildings adjacent to large water bodies may also require protection from undermining due to erosion and impact from storm driven waves. 3.4.1Floodproo?ng A ?ood occurs when a river rises above an elevation,called ?ood stage,and is not Prevented by enclosures from causing damage beyond its banks.Buildings con- Structed in a ?ood plain,an area that can be inundated by a ?ood,should be Protected against a ?ood with a mean recurrence interval of 100 years.Maps Showing ?ood-hazard areas in the United States can be obtained from the Federal InsuranceAdministrator,DepartmentofHousingandUrbanDevelopment,who Administers the National Flood Insurance Program.Minimum criteria for?ood- proo?ng are given in National Flood Insurance Rules and Regulations(Federal Register, vol.41,no.207,Oct.26,1976). Major objectives of ?oodproo?ng are to protect fully building and contents from Damage from a l00-year ?ood,reduce losses from more devastating ?oods,and Lower ?ood insurance premiums.Floodproo?ng,however,would be unnecessary if Buildings were not constructed in ?ood prone areas.Building in ?ood prone areas Should be avoided unless the risk to life is acceptable and construction there can Be economically and socially justi?ed. Some sites in flood prone areas possess some ground high enough to avoid flood damage. If such sites must be used, buildings should be clustered on the high areas. Where such areas are not available, it may be feasible to build up an earth fill, with embankments protected against erosion by water, to raise structures above flood levels. Preferably, such structures should not have basements, because they would require costly protection against water pressure. An alternative to elevating a building on fill is raising it on stilts (columns in an unenclosed space). In that case, utilities and other services should be protected against damage from flood flows. The space at ground level between the stilts may be used for parking automobiles, if the risk of water damage to them is acceptable or if they will be removed before flood waters reach the site. Buildings that cannot be elevated above flood stage should be furnished with an impervious exterior. Windows should be above flood stage, and doors should seal tightly against their frames. Doors and other openings may also be protected with a flood shield, such as a wall. Openings in the wall for access to the building may be protected with a movable flood shield, which for normal conditions can be stored

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