土木工程专业英语Reinforced Concrete Structures

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土木工程专业英语2

土木工程专业英语2
【译】薄壳筒体的进步是利用(高层)建筑的正面(墙或板)作 为与框筒共同作用的结构构件,为高层建筑抵抗侧向荷载提供了 一个有效的途径,而且可获得不设柱子、节约成本、使用面积与 建筑面积之比很高的室内空间。
Sentence translation
【句9】While tall buildings constructed of steel had an early start, development of tall building of reinforced concrete progressed at a fast enough rate to provide a competitive challenge to structural steel systems for both office and apartment buildings.
【译】只有当突出地面的建筑物的所有柱构件能够彼此连接使整 个建筑物成为一个空心筒体或一个劲性箱体时,一幢高层建筑的 整个结构在强度和刚度,抵御风荷载方面才能最有效。
Sentence translation
【句7】The exterior columns of a building can be spaced reasonably far apart and yet be made to work together as a tube by connecting them with diagonal members intersecting at the center line of the columns and beams.
【译】建筑物的外柱可以被适当的分隔,但却仍能作 为一个筒体共同工作,这个筒体是通过在梁柱中线处 连接交叉对角构件构成的。
Sentence translation

(完整版)土木工程专业英语常用词汇

(完整版)土木工程专业英语常用词汇

Part IV:Commonly Used Professional Terms of Civil Engineeringdevelopment organization 建设单位design organization 设计单位construction organization 施工单位reinforced concrete 钢筋混凝土pile 桩steel structure 钢结构aluminium alloy 铝合金masonry 砌体(工程)reinforced ~ 配筋砌体load-bearing ~ 承重砌体unreinforced ~非配筋砌体permissible stress (allowable stress) 容许应力plywood 胶合板retaining wall 挡土墙finish 装修finishing material装修材料ventilation 通风natural ~ 自然通风mechanical ~ 机械通风diaphragm wall (continuous concrete wall) 地下连续墙villa 别墅moment of inertia 惯性矩torque 扭矩stress 应力normal ~ 法向应力shear ~ 剪应力strain 应变age hardening 时效硬化air-conditioning system空调系统(air) void ration(土)空隙比albery壁厨,壁龛a l mery壁厨,贮藏室anchorage length锚固长度antiseismic joint 防震缝architectural appearance 建筑外观architectural area 建筑面积architectural design 建筑设计fiashing 泛水workability (placeability) 和易性safety glass安全玻璃tempered glass (reinforced glass) 钢化玻璃foamed glass泡沫玻璃asphalt沥青felt (malthoid) 油毡riveted connection 铆接welding焊接screwed connection 螺栓连接oakum 麻刀,麻丝tee三通管tap存水弯esthetics美学formwork 模板(工程)shoring 支撑batching 配料slipform construction (slipforming) 滑模施工lfit-slab construction 升板法施工mass concrete 大体积混凝土terrazzo水磨石construction joint 施工缝honeycomb蜂窝,空洞,麻面piled foundation桩基deep foundation 深基础shallow foundation浅基础foundation depth基础埋深pad foundation独立基础strip foundation 条形基础raft foundation筏基box foundation箱形基础BSMT=basement 地下室lift 电梯electric elevatorlift well电梯井escalator 自动扶梯Poisson’s ratio 泊松比μYoung’s modulus , modulus of elasticity 杨氏模量,弹性模量Esafety coefficient 安全系数fatigue failure 疲劳破坏bearing capacity of foundations 地基承载力bearing capacity of a pile 单桩承载力two-way-reinforcement 双向配筋reinforced concrete two-way slabs钢筋混凝土双向板single way slab单向板window blind 窗帘sun blindwind load 风荷载curing 养护watertight concrete 防水混凝土white cement白水泥separating of concrete混凝土离折segregation of concretemortar 砂浆~ joint 灰缝pilaster 壁柱fire rating耐火等级fire brick 耐火砖standard brick标准砖terra cotta 琉璃瓦mosaic 马赛克ceramic mosaic陶瓷锦砖,马赛克,ceramic mosaic tileceramic tile 瓷砖rubble wall毛石墙marble 大理石,大理岩granite 花岗石,花岗岩ready-mixed concrete 商品混凝土,预拌混凝土real estate房地产reinforcement bar 钢筋veinforcement meal, reinforcing bar, reinforcing steel reinforcement cover混凝土保护层reinforcement mat 钢筋网, reinforcing mesh reinforcing ratio 配筋率reinforcement percentagereinforcing work钢筋工程residential building居住建筑rigid foundation刚性基础roof 屋顶,屋盖,屋面; roof board 屋面板; roof garden屋顶花园roof live load 屋面活荷载rustic terrazzo粗面水磨石,水刷石sand cushion砂垫层saw-tooth skylight锯齿形天窗scaffold 脚手架sill窗台silty soil粉质土single door单扇门double door双扇门single reinforcemen单筋tsliding door推拉门sliding window水平推拉窗staircase楼梯间stair rail(ing) 楼梯栏杆,楼梯扶手stair step楼梯踏步stair string (er)楼梯梁stair clearance 楼梯净空高度stair headroom steel forms钢模板store room贮藏室structural drawings结构图soft substratum软弱下卧层sun louver 遮阳板supporting block 支座supporting layer持力层tensile reinforcement 受拉钢筋tensile steel, tension reinforcementterrace roof 平屋顶thermal insulation隔热through ventilation穿堂风timber structure 木结构wood structuretoilet 盥洗间,浴室,厕所,便池tracing paper描图纸lawn 草坪treatment of elevation立面处理drawing board 绘图板triaxial compression test 三轴压缩试验tubular steel scaffolding钢管脚手架uniformly distributed load均布荷载unnotched bar 光面钢; threadbar螺纹钢筋urinal 小便池,小便斗,小便槽valley天沟ventilating skylight 通风天窗waterproof barrier 防水层aquatardTerzaghi bearing capacity theory太沙基承载力理论Terzaghi consolidation theory 太沙基固结理论foundation treatment 地基处理foundation pressure 基底压力span 跨度specific gravity比重quicklime生石灰,氧化钙hydrated lime 熟石灰,消石灰hydration 水化作用plaster of Paris熟石膏portland cement 波特兰水泥,硅酸盐水泥,普通水泥portland blastfurnace slag cement矿渣水泥portland fly-ash cement粉煤灰(硅酸盐)水泥portland-pozzolana cement火山灰质硅酸盐水泥gas-foaming admixture发泡剂retarding admixture缓凝剂water-reducing agent减水剂air-entrained agent 加气剂slump坍落度water-cement ratio水灰比w/carchitectural lighting 建筑采光,建筑照明architectural perspective建筑透视图architectural section 建筑剖面图architectural specifications建筑规范architectural working drawing 建筑施工图architecture sketch建筑草图arc welding 电弧焊stress concentration 应力集中multi storied building 多层建筑settlement of foundation 地基沉降tensile strength抗拉强度compressive strength抗压强度bending strength抗弯强度construction material 建筑材料building material continuous beam连续梁tower crane 塔式起重机,塔吊SPT=standard penetration test 标准贯入度试验wall between two windows窗间墙stability稳定性stress-strain curve应力-应变曲线stress-strain diagram应力-应变图damp-proof coating防潮层osmosis渗透osmotic co-efficient渗透系数osmotic pressure渗透压力finite element method 有限单无法finite-difference method有限差分法finite slice method 条分法deformation 变形displacement位移allowable bearing capacity 容许承载力total and differential settlement 总沉降量和沉降差Mohr’s circle of stress 摩尔应力圆snow laod雪(荷)载bent reinforcement bar 弯起钢筋bent steel 弯起钢筋bent-up bar 弯起钢筋bid 投标,标书bid call招标bid opening开标bidding sheet 标价单bid price 出价,投标价格binding reinforcement 绑扎钢筋blocking course檐口墙,女儿墙parapet (wall) bloodwood 红木redwoodbrick lintel 砖砌过梁brick masonry structure 砖石结构BRKT =bracket 牛腿building height 建筑高度building industrialization建筑工业化building-in fitting 预埋件building law 建筑法building line 建筑红线building module 建筑模数building orientation 建筑物朝向building permits for construction建筑施工执照building equipment 建筑设备building physics建筑物理building rubble 建筑垃圾building storm sewer 房屋雨水管built –in cupboard 壁厨cable structure 悬索结构cable-supported construction悬索结构canopy雨篷cast-in-place concrete 现浇混凝土cast-in-situ concrete 现浇混凝土caterpillar crane 履带式起重机cavity brick空心砖cavity wall空心墙ceiling 顶棚,吊顶,天花板cement floor水泥地面cement mortar水泥砂浆center-to-center中心距(中到中间距)chain-pull switch拉线开关cromatics色彩学city planning城市规划civil architecture民用建筑civil building民用建筑civil engineering土木工程clay brick粘土砖clerestory天窗clerestory windows高侧窗closet 盥洗室,厕所,卫生间coated glass 玻璃幕墙glass curtain wall collapsible loess 湿陷性黄土slumping loess collar tie beam 圈梁combination beam 组合梁combination construction 混合结构shear wall 剪力墙shear strength 抗剪强度transom (门上的)亮子bar 棒,条,杆件,(粗)钢筋beam 梁framework 框架truss桁架statically determinate ~ 静定桁架statically indeterminate ~ 超静定桁架elasticity弹性plasticity塑性stiffness刚度fiexibility挠度bending moment弯矩~ diagram 弯矩图~ envelope弯矩包络线influence line 影响线aggregate 骨料coarse ~ 粗骨料fine ~ 细骨料admixture外加剂concrete mixer混凝土搅拌机paint 油漆density密度viscosity粘度,粘滞性geology地质earth pressure 土压力active ~ 主动土压力coarse sand 粗砂; medium sand中砂; fine sand细砂artificial daylight人工采光artificial illumination人工照明art of architecture建筑艺术seismatic design 抗震设计back view 背立面balcony阳台balustrade 栏杆,扶手bamboo scaffolding竹脚手架band iron扁铁,扁钢bar cutter钢筋切断机bar list钢筋表bar spacing钢筋间距base board踢脚板basic module基本模数BC=building code建筑法规beam-and-column construction梁柱结构(框架结构)beam-and-girder construction主次梁梁格结构beam-and-slab construction梁板结构beam with one overhanging end 悬臂梁cantilever beam, overhanging beambeam with simply supported ends 简支梁simple beam, simple-supported beam, simply supported beambeam with fixed ends 固端梁bending stiffness弯曲刚度bending strength抗弯强度bending stress弯曲应力bend bar 弯起钢筋,弯筋commemorative architecture 纪念性建筑commercial buildings商业建筑物,商业房屋compacted fill 压实填土,夯实填土compacted soil压实土compaction by layers分层填土夯实compaction by rolling 碾压compaction by vibration振动压实compartmentation隔断completion acceptance竣工验收completion date 竣工日期compression bar 受压钢筋compression steel受压钢筋concealed work 隐蔽工程conductor 水落管construction administration 施工管理constructional drawing 施工图,构造图construction and installation work 建筑安装工程construction company 建筑公司construction economics建筑经济construction industry建筑(工)业construction in process 在建工程construction management plan 施工组织设计construction period施工工期construction site 施工现场creep 徐变,蠕变cross wall横墙dark room暗室design development phase 技术设计阶段design scheme设计方案detail drawing 详图,大样图,细部图development area 开发区digestion tank 化粪池septic tank, sewage tank distributed load分布荷载distributing bars 分布钢筋distribution reinforcement分布钢筋BL=dead load 恒载,自重dogleg stair 双折楼梯half turndomestic building居住房屋,住宅door window落地窗dormitory宿舍downspout 雨水管,落水管drain spout, fall pipe, leader pipe, rain conductor, rain leader, rain-water leaderdrip line 滴水线dunny厕所,盥洗室earthquake intensity地震烈度earthquake load 地震荷载earthquake resistant design抗震设计earthwork土石方工程earthwork quantity土方工程量eave 屋檐effective depth 有效高度,有效深度,有效厚度enameled tile 琉璃瓦,釉面砖engineering geological prospecting工程地质勘探expanded joint 伸缩缝,温度缝shrinkage joint, temperature jointfactory building厂房figured glass 图案玻璃,压花玻璃patterned glass fixed window固定窗flat skylight平天窗flexible foundation 柔性基础floor load楼面荷载floor plan楼屋平面图floor-to-ceiling height楼面至顶棚高度,室内净高floor-to-floor height楼面至楼面高度story height层高farmed steel 型钢shape(d) steelfoundation beam 基础梁foundation bed 基础垫层gable 出墙~ wallgalvanized iron 镀锌铁皮,白铁皮general arrangement drawing总体布置图,总平面图general layout 总平面图,总体布置glass fiber reinforced plastics玻璃纤维增强塑料,玻璃钢glued board 胶合板gravel 砾石; ~ cobble 卵石pebble gravel, pebble stoneground engineering地基工程ground floor plan底层平面图groundwater surface 地下水位phreatic (water ) surfacegutter明沟,天沟rain-gutter檐沟,天沟hair 麻刀hempmixed sand 混合砂mechanics of materials 材料力学theoretical mechanics 理论力学elastic mechanics弹性力学structural mechanics结构力学architectural mechanics建筑力学fracture mechanics断裂力学soil mechanics土力学rock mechanics岩石力学fluid mechanics流体力学abrasive floor防滑地板accelerated cement 快凝水泥accelerator促凝剂,速凝剂acceptance of hidden subsurface work 隐蔽工程验收acceptance of tender得标acceptance of work subelements分项工程验收access eye 清扫孔,检查孔access hole 检修孔access plate 检修孔盖板accordion shades 折叠式活动隔断,屏风acid 酸alkali碱acoustical insulation 隔声red cray 红粘土adamic earthadhesive bitumen primer冷底子油administration of the construction contract 施工合同管理aerial ledder消防梯non-bearing wall 非承重墙non-load bearing wall norm for detailed estimates 预算定额norm for preliminary estimates 概算定额norm for estimating labor requirements劳动定额norm for estimating material requirements材料定额open ditch 明沟open trenchoutside finish 外装修partion 隔壁, ~ screen 隔断pea shingle 豆砾石,绿豆砂pipeline gas 管道煤气plastic hinge 塑性铰plinth (wall)勒脚pointing (joints)勾缝pointing masonry勾缝砌体,清水墙porch 门廊,走廊pore water 孔隙水post-tensioning method后张法precast concrete lintel 预制混凝土过梁precast reinforced concrete building预制钢筋混凝土房屋monolithic reinforced concrete building整体式钢筋混凝土房屋prestressed concrete 预应力混凝土pretensioning method先张法protecting cap 安全帽protective cap, safety helmet protecting net 安全网public building公共建筑public comfort station 公共厕所public conveniencepump concrete 泵送混凝土pumping concrete halfpace landing楼梯平台landing platform, stair landing, stair platformhallway门厅,过道hemp thread麻丝high-rise hotel高层旅馆,高层饭店hip 屋脊线hoop reinforcement环筋,箍筋hull core structure筒体结构inside finish内装修jalousie window 百叶窗, louver windowjunior beam 次梁secondary beam, secondary girder main beam 主梁primary beam, primary girder kick strip 踢脚step踏步L & CM=lime and cement mortar石灰水泥砂浆lintol (门窗)过梁lintellongitudinal bar纵向钢筋low-rise building低层建筑LR = living room 起居室,客厅sitting room, parlo(u)rmastic 玛碲脂,树脂,嵌缝料membrane curing薄膜养护metallic tape钢卷尺metal window钢窗mid-span moment跨中弯矩mix(ing) proportion 配合比,混合比mix(ing) ratio mopboard踢脚板mosquito screen 纱窗, screen window。

土木工程专业英语词汇(整理版)

土木工程专业英语词汇(整理版)

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 English3 水利工程 Hydraulic Engineering4 土木工程 Civil Engineering5 地下工程 Underground Engineering6 岩土工程 Geotechnical Engineering7 道路工程 Road (Highway) Engineering8 桥梁工程Bridge Engineering9 隧道工程 Tunnel Engineering10 工程力学 Engineering Mechanics11 交通工程 Traffic Engineering12 港口工程 Port Engineering13 安全性 safety17木结构 timber structure18 砌体结构 masonry structure19 混凝土结构concrete structure20 钢结构 steelstructure21 钢 - 混凝土复合结构 steel and concrete composite structure22 素混凝土 plain concrete23 钢筋混凝土reinforced concrete24 钢筋 rebar25 预应力混凝土 pre-stressed concrete26 静定结构statically determinate structure27 超静定结构 statically indeterminate structure28 桁架结构 truss structure29 空间网架结构 spatial grid structure30 近海工程 offshore engineering31 静力学 statics32运动学kinematics33 动力学dynamics34 简支梁 simply supported beam35 固定支座 fixed bearing36弹性力学 elasticity37 塑性力学 plasticity38 弹塑性力学 elaso-plasticity39 断裂力学 fracture Mechanics40 土力学 soil mechanics41 水力学 hydraulics42 流体力学 fluid mechanics43 固体力学solid mechanics44 集中力 concentrated force45 压力 pressure46 静水压力 hydrostatic pressure47 均布压力 uniform pressure48 体力 body force49 重力 gravity50 线荷载 line load51 弯矩 bending moment52 扭矩 torque53 应力 stress54 应变 stain55 正应力 normal stress56 剪应力 shearing stress57 主应力 principal stress58 变形 deformation59 内力 internal force60 偏移量挠度 deflection61 沉降settlement62 屈曲失稳 buckle63 轴力 axial force64 允许应力 allowable stress65 疲劳分析 fatigue analysis66 梁 beam67 壳 shell68 板 plate69 桥 bridge70 桩 pile71 主动土压力 active earth pressure72 被动土压力 passive earth pressure73 承载力 load-bearing capacity74 水位 water Height75 位移 displacement76 结构力学 structural mechanics77 材料力学 material mechanics78 经纬仪 altometer79 水准仪level80 学科 discipline81 子学科 sub-discipline82 期刊 journal periodical83 文献literature84 国际标准刊号ISSN International Standard Serial Number85 国际标准书号ISBN International Standard Book Number86 卷 volume87 期 number88 专著 monograph89 会议论文集 Proceeding90 学位论文 thesis dissertation91 专利 patent92 档案档案室 archive93 国际学术会议 conference94 导师 advisor95 学位论文答辩 defense of thesis96 博士研究生 doctorate student97 研究生 postgraduate98 工程索引EI Engineering Index99 科学引文索引SCI Science Citation Index100 科学技术会议论文集索引ISTP Index to Science and Tec hnology Proceedings 101 题目 title102 摘要 abstract103 全文 full-text104 参考文献 reference105 联络单位、所属单位affiliation106 主题词 Subject107 关键字 keyword108 美国土木工程师协会ASCE American Society of Civil Engineers109 联邦公路总署FHWA Federal Highway Administration110 国际标准组织ISO International Standard Organization111 解析方法 analytical method112 数值方法 numerical method113 计算 computation114 说明书 instruction115 规范 Specification Code第二部分:岩土工程专业词汇1.geotechnical engineering 岩土工程2.foundation engineering 基础工程3.soil earth 土4.soil mechanics 土力学5.cyclic loading 周期荷载6.unloading 卸载7.reloading 再加载8.viscoelastic foundation 粘弹性地基9.viscous damping 粘滞阻尼10.shear modulus 剪切模量11.soil dynamics 土动力学12.stress path 应力路径13.numerical geotechanics 数值岩土力学二.土的分类1.residual soil 残积土 groundwater level 地下水位2.groundwater 地下水 groundwater table 地下水位3.clay minerals 粘土矿物4.secondary minerals 次生矿物ndslides 滑坡6.bore hole columnar section 钻孔柱状图7.engineering geologic investigation 工程地质勘察8.boulder 漂石9.cobble 卵石10.gravel 砂石11.gravelly sand 砾砂12.coarse sand 粗砂13.medium sand 中砂14.fine sand 细砂15.silty sand 粉土16.clayey soil 粘性土17.clay 粘土18.silty clay 粉质粘土19.silt 粉土20.sandy silt 砂质粉土21.clayey silt 粘质粉土22.saturated soil 饱和土23.unsaturated soil 非饱和土24.fill (soil) 填土25.overconsolidated soil 超固结土26.normally consolidated soil 正常固结土27.underconsolidated soil 欠固结土28.zonal soil 区域性土29.soft clay 软粘土30.expansive (swelling) soil 膨胀土31.peat 泥炭32.loess 黄土33.frozen soil 冻土24.degree of saturation 饱和度25.dry unit weight 干重度26.moist unit weight 湿重度45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering 国际土力学与岩土工程学会四.渗透性和渗流1.Darcy’s law 达西定律2.piping 管涌3.flowing soil 流土4.sand boiling 砂沸5.flow net 流网6.seepage 渗透(流)7.leakage 渗流8.seepage pressure 渗透压力9.permeability 渗透性10.seepage force 渗透力11.hydraulic gradient 水力梯度12.coefficient of permeability 渗透系数五.地基应力和变形1.soft soil 软土2.(negative) skin friction of driven pile 打入桩(负)摩阻力3.effective stress 有效应力4.total stress 总应力5.field vane shear strength 十字板抗剪强度6.low activity 低活性7.sensitivity 灵敏度8.triaxial test 三轴试验9.foundation design 基础设计10.recompaction 再压缩11.bearing capacity 承载力12.soil mass 土体13.contact stress (pressure)接触应力(压力)14.concentrated load 集中荷载15.a semi-infinite elastic solid 半无限弹性体16.homogeneous 均质17.isotropic 各向同性18.strip footing 条基19.square spread footing 方形独立基础20.underlying soil (stratum strata)下卧层(土)21.dead load =sustained load 恒载持续荷载22.live load 活载23.short –term transient load 短期瞬时荷载24.long-term transient load 长期荷载25.reduced load 折算荷载26.settlement 沉降27.deformation 变形28.casing 套管29.dike=dyke 堤(防)30.clay fraction 粘粒粒组31.physical properties 物理性质32.subgrade 路基33.well-graded soil 级配良好土34.poorly-graded soil 级配不良土35.normal stresses 正应力36.shear stresses 剪应力37.principal plane 主平面38.major (intermediate minor) principal stress 最大(中、最小)主应力39.Mohr-Coulomb failure condition 摩尔-库仑破坏条件40.FEM=finite element method 有限元法41.limit equilibrium method 极限平衡法42.pore water pressure 孔隙水压力43.preconsolidation pressure 先期固结压力44.modulus of compressibility 压缩模量45.coefficent of compressibility 压缩系数pression index 压缩指数47.swelling index 回弹指数48.geostatic stress 自重应力49.additional stress 附加应力50.total stress 总应力51.final settlement 最终沉降52.slip line 滑动线六.基坑开挖与降水1 excavation 开挖(挖方)2 dewatering (基坑)降水3 failure of foundation 基坑失稳4 bracing of foundation pit 基坑围护5 bottom heave=basal heave (基坑)底隆起6 retaining wall 挡土墙7 pore-pressure distribution 孔压分布8 dewatering method 降低地下水位法9 well point system 井点系统(轻型)10 deep well point 深井点11 vacuum well point 真空井点12 braced cuts 支撑围护13 braced excavation 支撑开挖14 braced sheeting 支撑挡板七.深基础--deep foundation1.pile foundation 桩基础1)cast –in-place 灌注桩diving casting cast-in-place pile 沉管灌注桩bored pile 钻孔桩special-shaped cast-in-place pile 机控异型灌注桩piles set into rock 嵌岩灌注桩rammed bulb pile 夯扩桩2)belled pier foundation 钻孔墩基础drilled-pier foundation 钻孔扩底墩under-reamed bored pier3)precast concrete pile 预制混凝土桩4)steel pile 钢桩steel pipe pile 钢管桩steel sheet pile 钢板桩5)prestressed concrete pile 预应力混凝土桩prestressed concrete pipe pile 预应力混凝土管桩2.caisson foundation 沉井(箱)3.diaphragm wall 地下连续墙截水墙4.friction pile 摩擦桩5.end-bearing pile 端承桩6.shaft 竖井;桩身7.wave equation analysis 波动方程分析8.pile caps 承台(桩帽)9.bearing capacity of single pile 单桩承载力teral pile load test 单桩横向载荷试验11.ultimate lateral resistance of single pile 单桩横向极限承载力12.static load test of pile 单桩竖向静荷载试验13.vertical allowable load capacity 单桩竖向容许承载力14.low pile cap 低桩承台15.high-rise pile cap 高桩承台16.vertical ultimate uplift resistance of single pile 单桩抗拔极限承载力17.silent piling 静力压桩18.uplift pile 抗拔桩19.anti-slide pile 抗滑桩20.pile groups 群桩21.efficiency factor of pile groups 群桩效率系数(η)22.efficiency of pile groups 群桩效应23.dynamic pile testing 桩基动测技术24.final set 最后贯入度25.dynamic load test of pile 桩动荷载试验26.pile integrity test 桩的完整性试验27.pile head=butt 桩头28.pile tip=pile point=pile toe 桩端(头)29.pile spacing 桩距30.pile plan 桩位布置图31.arrangement of piles =pile layout 桩的布置32.group action 群桩作用33.end bearing=tip resistance 桩端阻34.skin(side) friction=shaft resistance 桩侧阻35.pile cushion 桩垫36.pile driving(by vibration) (振动)打桩37.pile pulling test 拔桩试验38.pile shoe 桩靴39.pile noise 打桩噪音40.pile rig 打桩机九.固结 consolidation1.Terzzaghi’s consolidation theory 太沙基固结理论2.Barraon’s consolidation theory 巴隆固结理论3.Biot’s consolidation theory 比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil 超固结土6.excess pore water pressure 超孔压力7.multi-dimensional consolidation 多维固结8.one-dimensional consolidation 一维固结9.primary consolidation 主固结10.secondary consolidation 次固结11.degree of consolidation 固结度12.consolidation test 固结试验13.consolidation curve 固结曲线14.time factor Tv 时间因子15.coefficient of consolidation 固结系数16.preconsolidation pressure 前期固结压力17.principle of effective stress 有效应力原理18.consolidation under K0 condition K0 固结十.抗剪强度 shear strength1.undrained shear strength 不排水抗剪强度2.residual strength 残余强度3.long-term strength 长期强度4.peak strength 峰值强度5.shear strain rate 剪切应变速率6.dilatation 剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法 8.total stress approach of shear strength 抗剪强度总应力法9.Mohr-Coulomb theory 莫尔-库仑理论10.angle of internal friction 内摩擦角11.cohesion 粘聚力12.failure criterion 破坏准则13.vane strength 十字板抗剪强度14.unconfined compression 无侧限抗压强度15.effective stress failure envelop 有效应力破坏包线16.effective stress strength parameter 有效应力强度参数十一.本构模型--constitutive model1.elastic model 弹性模型2.nonlinear elastic model 非线性弹性模型3.elastoplastic model 弹塑性模型4.viscoelastic model 粘弹性模型5.boundary surface model 边界面模型6.Du ncan-Chang model 邓肯-张模型7.rigid plastic model 刚塑性模型8.cap model 盖帽模型9.work softening 加工软化10.work hardening 加工硬化11.Cambridge model 剑桥模型12.ideal elastoplastic model 理想弹塑性模型13.Mohr-Coulomb yield criterion 莫尔-库仑屈服准则14.yield surface 屈服面15.elastic half-space foundation model 弹性半空间地基模型16.elastic modulus 弹性模量17.Winkler foundation model 文克尔地基模型十二.地基承载力--bearing capacity of foundation soil1.punching shear failure 冲剪破坏2.general shear failure 整体剪切破化3.local shear failure 局部剪切破坏4.state of limit equilibrium 极限平衡状态5.critical edge pressure 临塑荷载6.stability of foundation soil 地基稳定性7.ultimate bearing capacity of foundation soil 地基极限承载力8.allowable bearing capacity of foundation soil 地基容许承载力十三.土压力--earth pressure1.active earth pressure 主动土压力2.passive earth pressure 被动土压力3.earth pressure at rest 静止土压力4.Coulomb’s earth pressure theory 库仑土压力理论5.Rankine’s earth p ressure theory 朗金土压力理论十四.土坡稳定分析--slope stability analysis1.angle of repose 休止角2.Bishop method 毕肖普法3.safety factor of slope 边坡稳定安全系数4.Fellenius method of slices 费纽伦斯条分法5.Swedish circle method 瑞典圆弧滑动法6.slices method 条分法十五.挡土墙--retaining wall1.stability of retaining wall 挡土墙稳定性2.foundation wall 基础墙3.counter retaining wall 扶壁式挡土墙4.cantilever retaining wall 悬臂式挡土墙5.cantilever sheet pile wall 悬臂式板桩墙6.gravity retaining wall 重力式挡土墙7.anchored plate retaining wall 锚定板挡土墙8.anchored sheet pile wall 锚定板板桩墙十六.板桩结构物--sheet pile structure1.steel sheet pile 钢板桩2.reinforced concrete sheet pile 钢筋混凝土板桩3.steel piles 钢桩4.wooden sheet pile 木板桩5.timber piles 木桩十七.浅基础--shallow foundation1.box foundation 箱型基础2.mat(raft) foundation 片筏基础3.strip foundation 条形基础4.spread footing 扩展基础pensated foundation 补偿性基础6.bearing stratum 持力层7.rigid foundation 刚性基础8.flexible foundation 柔性基础9.emxxxxbedded depth of foundation 基础埋置深度 foundation pressure 基底附加应力11.structure-foundation-soil interaction analysis 上部结构-基础-地基共同作用分析十八.土的动力性质--dynamic properties of soils1.dynamic strength of soils 动强度2.wave velocity method 波速法3.material damping 材料阻尼4.geometric damping 几何阻尼5.damping ratio 阻尼比6.initial liquefaction 初始液化7.natural period of soil site 地基固有周期8.dynamic shear modulus of soils 动剪切模量9.dynamic ma二十.地基基础抗震1.earthquake engineering 地震工程2.soil dynamics 土动力学3.duration of earthquake 地震持续时间4.earthquake response spectrum 地震反应谱5.earthquake intensity 地震烈度6.earthquake magnitude 震级7.seismic predominant period 地震卓越周期8.maximum acceleration of earthquake 地震最大加速度二十一.室内土工实验1.high pressure consolidation test 高压固结试验2.consolidation under K0 condition K0 固结试验3.falling head permeability 变水头试验4.constant head permeability 常水头渗透试验5.unconsolidated-undrained triaxial test 不固结不排水试验(UU)6.consolidated undrained triaxial test 固结不排水试验(CU)7.consolidated drained triaxial test 固结排水试验(CD)paction test 击实试验9.consolidated quick direct shear test 固结快剪试验10.quick direct shear test 快剪试验11.consolidated drained direct shear test 慢剪试验12.sieve analysis 筛分析13.geotechnical model test 土工模型试验14.centrifugal model test 离心模型试验15.direct shear apparatus 直剪仪16.direct shear test 直剪试验17.direct simple shear test 直接单剪试验18.dynamic triaxial test 三轴试验19.dynamic simple shear 动单剪20.free(resonance)vibration column test 自(共)振柱试验二十二.原位测试1.standard penetration test (SPT)标准贯入试验2.surface wave test (SWT) 表面波试验3.dynamic penetration test(DPT) 动力触探试验4.static cone penetration (SPT) 静力触探试验5.plate loading test 静力荷载试验teral load test of pile 单桩横向载荷试验7.static load test of pile 单桩竖向荷载试验8.cross-hole test 跨孔试验9.screw plate test 螺旋板载荷试验10.pressuremeter test 旁压试验11.light sounding 轻便触探试验12.deep settlement measurement 深层沉降观测13.vane shear test 十字板剪切试验14.field permeability test 现场渗透试验15.in-situ pore water pressure measurement 原位孔隙水压量测16.in-situ soil test 原位试验第一部分必须掌握,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 English3 水利工程 Hydraulic Engineering4 土木工程 Civil Engineering5 地下工程 Underground Engineering6 岩土工程 Geotechnical Engineering7 道路工程 Road (Highway) Engineering8 桥梁工程Bridge Engineering9 隧道工程 Tunnel Engineering10 工程力学 Engineering Mechanics11 交通工程 Traffic Engineering12 港口工程 Port Engineering13 安全性 safety17木结构 timber structure18 砌体结构 masonry structure19 混凝土结构concrete structure20 钢结构 steelstructure21 钢 - 混凝土复合结构 steel and concrete composite structure22 素混凝土 plain concrete23 钢筋混凝土reinforced concrete24 钢筋 rebar25 预应力混凝土 pre-stressed concrete26 静定结构statically determinate structure27 超静定结构 statically indeterminate structure28 桁架结构 truss structure29 空间网架结构 spatial grid structure30 近海工程 offshore engineering31 静力学 statics32运动学kinematics33 动力学dynamics34 简支梁 simply supported beam35 固定支座 fixed bearing36弹性力学 elasticity37 塑性力学 plasticity38 弹塑性力学 elaso-plasticity39 断裂力学 fracture Mechanics40 土力学 soil mechanics41 水力学 hydraulics42 流体力学 fluid mechanics43 固体力学solid mechanics44 集中力 concentrated force45 压力 pressure46 静水压力 hydrostatic pressure47 均布压力 uniform pressure48 体力 body force49 重力 gravity50 线荷载 line load51 弯矩 bending moment52 扭矩 torque53 应力 stress54 应变 stain55 正应力 normal stress56 剪应力 shearing stress57 主应力 principal stress58 变形 deformation59 内力 internal force60 偏移量挠度 deflection61 沉降settlement62 屈曲失稳 buckle63 轴力 axial force64 允许应力 allowable stress65 疲劳分析 fatigue analysis66 梁 beam67 壳 shell68 板 plate69 桥 bridge70 桩 pile71 主动土压力 active earth pressure72 被动土压力 passive earth pressure73 承载力 load-bearing capacity74 水位 water Height75 位移 displacement76 结构力学 structural mechanics77 材料力学 material mechanics78 经纬仪 altometer79 水准仪level80 学科 discipline81 子学科 sub-discipline82 期刊 journal periodical83 文献literature84 国际标准刊号ISSN International Standard Serial Number85 国际标准书号ISBN International Standard Book Number86 卷 volume87 期 number88 专著 monograph89 会议论文集 Proceeding90 学位论文 thesis dissertation91 专利 patent92 档案档案室 archive93 国际学术会议 conference94 导师 advisor95 学位论文答辩 defense of thesis96 博士研究生 doctorate student97 研究生 postgraduate98 工程索引EI Engineering Index99 科学引文索引SCI Science Citation Index100 科学技术会议论文集索引ISTP Index to Science and Tec hnology Proceedings 101 题目 title102 摘要 abstract103 全文 full-text104 参考文献 reference105 联络单位、所属单位affiliation106 主题词 Subject107 关键字 keyword108 美国土木工程师协会ASCE American Society of Civil Engineers109 联邦公路总署FHWA Federal Highway Administration110 国际标准组织ISO International Standard Organization111 解析方法 analytical method112 数值方法 numerical method113 计算 computation114 说明书 instruction115 规范 Specification Code第二部分:岩土工程专业词汇1.geotechnical engineering 岩土工程2.foundation engineering 基础工程3.soil earth 土4.soil mechanics 土力学5.cyclic loading 周期荷载6.unloading 卸载7.reloading 再加载8.viscoelastic foundation 粘弹性地基9.viscous damping 粘滞阻尼10.shear modulus 剪切模量11.soil dynamics 土动力学12.stress path 应力路径13.numerical geotechanics 数值岩土力学二.土的分类1.residual soil 残积土 groundwater level 地下水位2.groundwater 地下水 groundwater table 地下水位3.clay minerals 粘土矿物4.secondary minerals 次生矿物ndslides 滑坡6.bore hole columnar section 钻孔柱状图7.engineering geologic investigation 工程地质勘察8.boulder 漂石9.cobble 卵石10.gravel 砂石11.gravelly sand 砾砂12.coarse sand 粗砂13.medium sand 中砂14.fine sand 细砂15.silty sand 粉土16.clayey soil 粘性土17.clay 粘土18.silty clay 粉质粘土19.silt 粉土20.sandy silt 砂质粉土21.clayey silt 粘质粉土22.saturated soil 饱和土23.unsaturated soil 非饱和土24.fill (soil) 填土25.overconsolidated soil 超固结土26.normally consolidated soil 正常固结土27.underconsolidated soil 欠固结土28.zonal soil 区域性土29.soft clay 软粘土30.expansive (swelling) soil 膨胀土31.peat 泥炭32.loess 黄土33.frozen soil 冻土24.degree of saturation 饱和度25.dry unit weight 干重度26.moist unit weight 湿重度45.ISSMGE=International Society for Soil Mechanics and Geotechnical Engineering 国际土力学与岩土工程学会四.渗透性和渗流1.Darcy’s law 达西定律2.piping 管涌3.flowing soil 流土4.sand boiling 砂沸5.flow net 流网6.seepage 渗透(流)7.leakage 渗流8.seepage pressure 渗透压力9.permeability 渗透性10.seepage force 渗透力11.hydraulic gradient 水力梯度12.coefficient of permeability 渗透系数五.地基应力和变形1.soft soil 软土2.(negative) skin friction of driven pile 打入桩(负)摩阻力3.effective stress 有效应力4.total stress 总应力5.field vane shear strength 十字板抗剪强度6.low activity 低活性7.sensitivity 灵敏度8.triaxial test 三轴试验9.foundation design 基础设计10.recompaction 再压缩11.bearing capacity 承载力12.soil mass 土体13.contact stress (pressure)接触应力(压力)14.concentrated load 集中荷载15.a semi-infinite elastic solid 半无限弹性体16.homogeneous 均质17.isotropic 各向同性18.strip footing 条基19.square spread footing 方形独立基础20.underlying soil (stratum strata)下卧层(土)21.dead load =sustained load 恒载持续荷载22.live load 活载23.short –term transient load 短期瞬时荷载24.long-term transient load 长期荷载25.reduced load 折算荷载26.settlement 沉降27.deformation 变形28.casing 套管29.dike=dyke 堤(防)30.clay fraction 粘粒粒组31.physical properties 物理性质32.subgrade 路基33.well-graded soil 级配良好土34.poorly-graded soil 级配不良土35.normal stresses 正应力36.shear stresses 剪应力37.principal plane 主平面38.major (intermediate minor) principal stress 最大(中、最小)主应力39.Mohr-Coulomb failure condition 摩尔-库仑破坏条件40.FEM=finite element method 有限元法41.limit equilibrium method 极限平衡法42.pore water pressure 孔隙水压力43.preconsolidation pressure 先期固结压力44.modulus of compressibility 压缩模量45.coefficent of compressibility 压缩系数pression index 压缩指数47.swelling index 回弹指数48.geostatic stress 自重应力49.additional stress 附加应力50.total stress 总应力51.final settlement 最终沉降52.slip line 滑动线六.基坑开挖与降水1 excavation 开挖(挖方)2 dewatering (基坑)降水3 failure of foundation 基坑失稳4 bracing of foundation pit 基坑围护5 bottom heave=basal heave (基坑)底隆起6 retaining wall 挡土墙7 pore-pressure distribution 孔压分布8 dewatering method 降低地下水位法9 well point system 井点系统(轻型)10 deep well point 深井点11 vacuum well point 真空井点12 braced cuts 支撑围护13 braced excavation 支撑开挖14 braced sheeting 支撑挡板七.深基础--deep foundation1.pile foundation 桩基础1)cast –in-place 灌注桩diving casting cast-in-place pile 沉管灌注桩bored pile 钻孔桩special-shaped cast-in-place pile 机控异型灌注桩piles set into rock 嵌岩灌注桩rammed bulb pile 夯扩桩2)belled pier foundation 钻孔墩基础drilled-pier foundation 钻孔扩底墩under-reamed bored pier3)precast concrete pile 预制混凝土桩4)steel pile 钢桩steel pipe pile 钢管桩steel sheet pile 钢板桩5)prestressed concrete pile 预应力混凝土桩prestressed concrete pipe pile 预应力混凝土管桩2.caisson foundation 沉井(箱)3.diaphragm wall 地下连续墙截水墙4.friction pile 摩擦桩5.end-bearing pile 端承桩6.shaft 竖井;桩身7.wave equation analysis 波动方程分析8.pile caps 承台(桩帽)9.bearing capacity of single pile 单桩承载力teral pile load test 单桩横向载荷试验11.ultimate lateral resistance of single pile 单桩横向极限承载力12.static load test of pile 单桩竖向静荷载试验13.vertical allowable load capacity 单桩竖向容许承载力14.low pile cap 低桩承台15.high-rise pile cap 高桩承台16.vertical ultimate uplift resistance of single pile 单桩抗拔极限承载力17.silent piling 静力压桩18.uplift pile 抗拔桩19.anti-slide pile 抗滑桩20.pile groups 群桩21.efficiency factor of pile groups 群桩效率系数(η)22.efficiency of pile groups 群桩效应23.dynamic pile testing 桩基动测技术24.final set 最后贯入度25.dynamic load test of pile 桩动荷载试验26.pile integrity test 桩的完整性试验27.pile head=butt 桩头28.pile tip=pile point=pile toe 桩端(头)29.pile spacing 桩距30.pile plan 桩位布置图31.arrangement of piles =pile layout 桩的布置32.group action 群桩作用33.end bearing=tip resistance 桩端阻34.skin(side) friction=shaft resistance 桩侧阻35.pile cushion 桩垫36.pile driving(by vibration) (振动)打桩37.pile pulling test 拔桩试验38.pile shoe 桩靴39.pile noise 打桩噪音40.pile rig 打桩机九.固结 consolidation1.Terzzaghi’s consolidation theory 太沙基固结理论2.Barra on’s consolidation theory 巴隆固结理论3.Biot’s consolidation theory 比奥固结理论4.over consolidation ration (OCR)超固结比5.overconsolidation soil 超固结土6.excess pore water pressure 超孔压力7.multi-dimensional consolidation 多维固结8.one-dimensional consolidation 一维固结9.primary consolidation 主固结10.secondary consolidation 次固结11.degree of consolidation 固结度12.consolidation test 固结试验13.consolidation curve 固结曲线14.time factor Tv 时间因子15.coefficient of consolidation 固结系数16.preconsolidation pressure 前期固结压力17.principle of effective stress 有效应力原理18.consolidation under K0 condition K0 固结十.抗剪强度 shear strength1.undrained shear strength 不排水抗剪强度2.residual strength 残余强度3.long-term strength 长期强度4.peak strength 峰值强度5.shear strain rate 剪切应变速率6.dilatation 剪胀7.effective stress approach of shear strength 剪胀抗剪强度有效应力法 8.total stress approach of shear strength 抗剪强度总应力法9.Mohr-Coulomb theory 莫尔-库仑理论10.angle of internal friction 内摩擦角11.cohesion 粘聚力12.failure criterion 破坏准则13.vane strength 十字板抗剪强度14.unconfined compression 无侧限抗压强度15.effective stress failure envelop 有效应力破坏包线16.effective stress strength parameter 有效应力强度参数十一.本构模型--constitutive model1.elastic model 弹性模型2.nonlinear elastic model 非线性弹性模型3.elastoplastic model 弹塑性模型4.viscoelastic model 粘弹性模型5.boundary surface model 边界面模型6.Du ncan-Chang model 邓肯-张模型7.rigid plastic model 刚塑性模型8.cap model 盖帽模型9.work softening 加工软化10.work hardening 加工硬化11.Cambridge model 剑桥模型12.ideal elastoplastic model 理想弹塑性模型13.Mohr-Coulomb yield criterion 莫尔-库仑屈服准则14.yield surface 屈服面15.elastic half-space foundation model 弹性半空间地基模型16.elastic modulus 弹性模量17.Winkler foundation model 文克尔地基模型十二.地基承载力--bearing capacity of foundation soil1.punching shear failure 冲剪破坏2.general shear failure 整体剪切破化3.local shear failure 局部剪切破坏4.state of limit equilibrium 极限平衡状态5.critical edge pressure 临塑荷载6.stability of foundation soil 地基稳定性7.ultimate bearing capacity of foundation soil 地基极限承载力8.allowable bearing capacity of foundation soil 地基容许承载力十三.土压力--earth pressure1.active earth pressure 主动土压力2.passive earth pressure 被动土压力3.earth pressure at rest 静止土压力4.Coulomb’s earth pressure theory 库仑土压力理论5.Rankine’s earth pressure theory 朗金土压力理论十四.土坡稳定分析--slope stability analysis1.angle of repose 休止角2.Bishop method 毕肖普法3.safety factor of slope 边坡稳定安全系数4.Fellenius method of slices 费纽伦斯条分法5.Swedish circle method 瑞典圆弧滑动法6.slices method 条分法十五.挡土墙--retaining wall1.stability of retaining wall 挡土墙稳定性2.foundation wall 基础墙3.counter retaining wall 扶壁式挡土墙4.cantilever retaining wall 悬臂式挡土墙5.cantilever sheet pile wall 悬臂式板桩墙6.gravity retaining wall 重力式挡土墙7.anchored plate retaining wall 锚定板挡土墙8.anchored sheet pile wall 锚定板板桩墙十六.板桩结构物--sheet pile structure1.steel sheet pile 钢板桩2.reinforced concrete sheet pile 钢筋混凝土板桩3.steel piles 钢桩4.wooden sheet pile 木板桩5.timber piles 木桩十七.浅基础--shallow foundation1.box foundation 箱型基础2.mat(raft) foundation 片筏基础3.strip foundation 条形基础4.spread footing 扩展基础pensated foundation 补偿性基础6.bearing stratum 持力层7.rigid foundation 刚性基础8.flexible foundation 柔性基础9.emxxxxbedded depth of foundation 基础埋置深度 foundation pressure 基底附加应力11.structure-foundation-soil interaction analysis 上部结构-基础-地基共同作用分析十八.土的动力性质--dynamic properties of soils1.dynamic strength of soils 动强度2.wave velocity method 波速法3.material damping 材料阻尼4.geometric damping 几何阻尼5.damping ratio 阻尼比6.initial liquefaction 初始液化7.natural period of soil site 地基固有周期8.dynamic shear modulus of soils 动剪切模量9.dynamic ma二十.地基基础抗震1.earthquake engineering 地震工程2.soil dynamics 土动力学3.duration of earthquake 地震持续时间4.earthquake response spectrum 地震反应谱5.earthquake intensity 地震烈度6.earthquake magnitude 震级7.seismic predominant period 地震卓越周期8.maximum acceleration of earthquake 地震最大加速度二十一.室内土工实验1.high pressure consolidation test 高压固结试验2.consolidation under K0 condition K0 固结试验3.falling head permeability 变水头试验4.constant head permeability 常水头渗透试验5.unconsolidated-undrained triaxial test 不固结不排水试验(UU)6.consolidated undrained triaxial test 固结不排水试验(CU)7.consolidated drained triaxial test 固结排水试验(CD)paction test 击实试验9.consolidated quick direct shear test 固结快剪试验10.quick direct shear test 快剪试验11.consolidated drained direct shear test 慢剪试验12.sieve analysis 筛分析13.geotechnical model test 土工模型试验14.centrifugal model test 离心模型试验15.direct shear apparatus 直剪仪16.direct shear test 直剪试验17.direct simple shear test 直接单剪试验18.dynamic triaxial test 三轴试验19.dynamic simple shear 动单剪20.free(resonance)vibration column test 自(共)振柱试验二十二.原位测试1.standard penetration test (SPT)标准贯入试验2.surface wave test (SWT) 表面波试验3.dynamic penetration test(DPT) 动力触探试验4.static cone penetration (SPT) 静力触探试验5.plate loading test 静力荷载试验teral load test of pile 单桩横向载荷试验7.static load test of pile 单桩竖向荷载试验8.cross-hole test 跨孔试验9.screw plate test 螺旋板载荷试验10.pressuremeter test 旁压试验11.light sounding 轻便触探试验12.deep settlement measurement 深层沉降观测13.vane shear test 十字板剪切试验14.field permeability test 现场渗透试验15.in-situ pore water pressure measurement 原位孔隙水压量测16.in-situ soil test 原位试验。

建筑专业土木工程词汇及术语 中英文对照

建筑专业土木工程词汇及术语  中英文对照

建筑专业笔记整理大全-结构工程常用词汇-土木工程常用英语术语结构工程常用词汇混凝土:concrete钢筋:reinforcing steel bar钢筋混凝土:reinforced concrete(RC)钢筋混凝土结构:reinforced concrete structure板式楼梯:cranked slab stairs刚度:rigidity徐变:creep水泥:cement钢筋保护层:cover to reinforcement梁:beam柱:column板:slab剪力墙:shear wall基础:foundation剪力:shear剪切变形:shear deformation剪切模量:shear modulus拉力:tension压力:pressure延伸率:percentage of elongation位移:displacement应力:stress应变:strain应力集中:concentration of stresses应力松弛:stress relaxation应力图:stress diagram应力应变曲线:stress—strain curve应力状态:state of stress钢丝:steel wire箍筋:hoop reinforcement箍筋间距:stirrup spacing加载:loading抗压强度:compressive strength抗弯强度:bending strength抗扭强度:torsional strength抗拉强度:tensile strength裂缝:crack屈服:yield屈服点:yield point屈服荷载:yield load屈服极限:limit of yielding屈服强度:yield strength屈服强度下限:lower limit of yield荷载:load横截面:cross section承载力:bearing capacity承重结构:bearing structure弹性模量:elastic modulus预应力钢筋混凝土:prestressed reinforced concrete预应力钢筋:prestressed reinforcement预应力损失:loss of prestress预制板:precast slab现浇钢筋混凝土结构:cast—in—place reinforced concrete 双向配筋:two—way reinforcement主梁:main beam次梁:secondary beam弯矩:moment悬臂梁:cantilever beam延性:ductileity受弯构件:member in bending受拉区:tensile region受压区:compressive region塑性:plasticity轴向压力:axial pressure轴向拉力:axial tension吊车梁:crane beam可靠性:reliability粘结力:cohesive force外力:external force弯起钢筋:bent-up bar弯曲破坏:bending failure屋架:roof truss素混凝土:non-reinforced concrete无梁楼盖:flat slab配筋率:reinforcement ratio配箍率:stirrup ratio泊松比:Poisson’s ratio偏心受拉:eccentric tension偏心受压:eccentric compression偏心距:eccentric distance疲劳强度:fatigue strength偏心荷载:eccentric load跨度:span跨高比:span—to-depth ratio跨中荷载:midspan load框架结构:frame structure集中荷载:concentrated load分布荷载:distribution load分布钢筋:distribution steel挠度:deflection设计荷载:design load设计强度:design strength构造:construction简支梁:simple beam截面面积:area of section浇注:pouring浇注混凝土:concreting钢筋搭接:bar splicing刚架:rigid frame脆性:brittleness脆性破坏:brittle failure土木工程常用英语术语第一节一般术语1. 工程结构building and civil engineering structures房屋建筑和土木工程的建筑物、构筑物及其相关组成部分的总称。

土木工程专业英语-Reinforced Concrete Structures

土木工程专业英语-Reinforced Concrete Structures

As a result, financial savings(财务的节约)due to rapid construction may more than offset(足以抵消)increased material costs. Any measures designer can take to standardize the design and forming(加 工)will generally pay off(使人得益)in reduced overall costs. In many cases the long-term economy(长期的经济性)of the structure may be more important than the first cost. As a result, maintenance(维护)and durability(耐久性)are important considerations.
因快速施工而使财务的节约可足以抵消增加的材料费用。 设计者为使设计和加工标准化所采取的任何措施通常都将在降低的总费用 中得益。 在很多情况下,结构长期的经济性可能比初始费用更重要。 因此,维护和耐久性是重要的考虑因素。
Suitability of Material for Architectural and Structural Function A reinforced concrete system frequently allows the designer to combine the architectural and structural functions(功能). Concrete has the advantage that it is placed in a plastic condition(塑性状 态)and is given the desired shape and texture(密度)by means of the forms and the finishing techniques(加工技术). This allows such elements(构件)as flat plates or other types of slabs to serve as load-bearing elements while providing the finished floor and ceiling surface(楼面和顶棚面). Similarly, reinforced concrete walls can provide architecturally attractive surfaces in addition to having the ability to resist gravity, wind, or seismic loads. Finally, the choice of size or shape is governed(决定)by the designer and not by the availability of standard manufactured members.

(完整版)土木工程专业英语翻译

(完整版)土木工程专业英语翻译

(完整版)土木工程专业英语翻译(1)Concrete and reinforced concrete are used as building materials in every country. In many, including Canada and the United States, reinforced concrete is a dominant structural material in engineered construction.(1)混凝土和钢筋混凝土在每个国家都被用作建筑材料。

在许多国家,包括加拿大和美国,钢筋混凝土是一种主要的工程结构材料。

(2)The universal nature of reinforced concrete construction stems from the wide availability of reinforcing bars and the constituents of concrete, gravel, sand, and cement, the relatively simple skills required in concrete construction.(2) 钢筋混凝土建筑的广泛存在是由于钢筋和制造混凝土的材料,包括石子,沙,水泥等,可以通过多种途径方便的得到,同时兴建混凝土建筑时所需要的技术也相对简单。

(3)Concrete and reinforced concrete are used in bridges, building of all sorts, underground structures, water tanks, television towers, offshore oil exploration and production structures, dams, and even in ships.(3)混凝土和钢筋混凝土被应用于桥梁,各种形式的建筑,地下结构,蓄水池,电视塔,海上石油平台,以及工业建筑,大坝,甚至船舶等。

土木工程专业英语-ReinforcedConcreteStructures

土木工程专业英语-ReinforcedConcreteStructures
ng the ability to resist gravity, wind, or seismic
loads. ➢Finally, the choice of size or shape is governed(决定)by the designer and
serve as load-bearing elements while providing the finished floor and ceiling surface(楼面和顶棚面). ➢Similarly, reinforced concrete walls can provide architecturally attractive
➢钢筋混凝土构件的施工包括以在建构件的形状搭建模板或模具。 ➢模板必须足够强劲以支承湿混凝土的重量和静水压力,以及任何由工人、 混凝土料车、风等施加给它的力。
➢钢筋置于模板中,并在混凝土浇筑过程中固定就位。当混凝土硬化后便拆 除模板。
➢Factors Affecting Choice of Concrete For a Structure ➢The choice of whether a structure should be built of concrete, steel, masonry, or timber(木材)depends on the availability(可得性)of materials and on a number of(许多)value decisions(价值判断).
➢The construction ( 施 工 ) of a reinforced concrete member involves building a form or mold(模具)in the shape of the member being built. ➢The form must be strong enough to support the weight and hydrostatic pressure(静水压力)of the wet concrete, and any forces applied to it by workers, concrete buggies(料车), wind, and so on. ➢The reinforcement(钢筋)is placed in this form and held in place(固定就 位)during the concreting(用混凝土浇筑)operation. ➢After the concrete has hardened, the forms are removed(拆除).

土木工程专业钢筋混凝土结构设计毕业论文外文文献翻译及原文

土木工程专业钢筋混凝土结构设计毕业论文外文文献翻译及原文

毕业设计(论文)外文文献翻译文献、资料中文题目:钢筋混凝土结构设计文献、资料英文题目:DESIGN OF REINFORCED CONCRETE STRUCTURES 文献、资料来源:文献、资料发表(出版)日期:院(部):专业:土木工程班级:姓名:学号:指导教师:翻译日期: 2017.02.14毕业设计(论文)外文参考资料及译文译文题目:DESIGN OF REINFORCED CONCRETE STRUCTURES原文:DESIGN OF REINFORCED CONCRETESTRUCTURES1. BASIC CONCERPTS AND CHARACERACTERISTICS OF REINFORCED CONCRETEPlain concrete is formed from hardened mixture of cement, water , fine aggregate , coarse aggregate (crushed stone or gravel ) , air and often other admixtures . The plastic mix is placed and consolidated in the formwork, then cured to accelerate of the chemical hydration of hen cement mix and results in a hardened concrete. It is generally known that concrete has high compressive strength and low resistance to tension. Its tensile strength is approximatelyone-tenth of its compressive strength. Consequently, tensile reinforcement in the tension zone has to be provided to supplement the tensile strength of the reinforced concrete section.For example, a plain concrete beam under a uniformly distributed load q is shown in Fig .1.1(a), when the distributed load increases and reaches a value q=1.37KN/m , the tensile region at the mid-span will be cracked and the beam will fail suddenly . A reinforced concrete beam if the same size but has to steel reinforcing bars (2φ16) embedded at the bottom under a uniformly distributed load q is shown in Fig.1.1(b). The reinforcing bars take up the tension there after the concrete is cracked. When the load q is increased, the width of the cracks, the deflection and thestress of steel bars will increase . When the steel approaches the yielding stress ƒy , thedeflection and the cracked width are so large offering some warning that the compression zone . The failure load q=9.31KN/m, is approximately 6.8 times that for the plain concrete beam.Concrete and reinforcement can work together because there is a sufficiently strong bond between the two materials, there are no relative movements of the bars and the surrounding concrete cracking. The thermal expansion coefficients of the two materials are 1.2×10-5K-1 for steel and 1.0×10-5~1.5×10-5K-1 for concrete .Generally speaking, reinforced structure possess following features :Durability .With the reinforcing steel protected by the concrete , reinforced concreteFig.1.1Plain concrete beam and reinforced concrete beamIs perhaps one of the most durable materials for construction .It does not rot rust , and is not vulnerable to efflorescence .(2)Fire resistance .Both concrete an steel are not inflammable materials .They would not be affected by fire below the temperature of 200℃when there is a moderate amount of concrete cover giving sufficient thermal insulation to the embedded reinforcement bars.(3)High stiffness .Most reinforced concrete structures have comparatively large cross sections .As concrete has high modulus of elasticity, reinforced concrete structures are usuallystiffer than structures of other materials, thus they are less prone to large deformations, This property also makes the reinforced concrete less adaptable to situations requiring certainflexibility, such as high-rise buildings under seismic load, and particular provisions have to be made if reinforced concrete is used.(b)Reinfoced concrete beam(4)Locally available resources. It is always possible to make use of the local resources of labour and materials such as fine and coarse aggregates. Only cement and reinforcement need to be brought in from outside provinces.(5)Cost effective. Comparing with steel structures, reinforced concrete structures are cheaper.(6)Large dead mass, The density of reinforced concrete may reach2400~2500kg/pare with structures of other materials, reinforced concrete structures generally have a heavy dead mass. However, this may be not always disadvantageous, particularly for those structures which rely on heavy dead weight to maintain stability, such as gravity dam and other retaining structure. The development and use of light weight aggregate have to a certain extent make concrete structure lighter.(7)Long curing period.. It normally takes a curing period of 28 day under specified conditions for concrete to acquire its full nominal strength. This makes the progress of reinforced concrete structure construction subject to seasonal climate. The development of factory prefabricated members and investment in metal formwork also reduce the consumption of timber formwork materials.(8)Easily cracked. Concrete is weak in tension and is easily cracked in the tension zone. Reinforcing bars are provided not to prevent the concrete from cracking but to take up the tensile force. So most of the reinforced concrete structure in service is behaving in a cracked state. This is an inherent is subjected to a compressive force before working load is applied. Thus the compressed concrete can take up some tension from the load.2. HISTOEICAL DEVELPPMENT OF CONCRETE STRUCTUREAlthough concrete and its cementitious(volcanic) constituents, such as pozzolanic ash, have been used since the days of Greek, the Romans, and possibly earlier ancient civilization, the use of reinforced concrete for construction purpose is a relatively recent event, In 1801, F. Concrete published his statement of principles of construction, recognizing the weakness if concrete in tension, The beginning of reinforced concrete is generally attributed to Frenchman J. L. Lambot, who in 1850 constructed, for the first time, a small boat with concrete for exhibition in the 1855 World’s Fair in Paris. In England, W. B. Wilkinson registered a patent for reinforced concrete l=floor slab in 1854.J.Monier, a French gardener used metal frames as reinforcement to make garden plant containers in 1867. Before 1870, Monier had taken a series of patents to make reinforcedconcrete pipes, slabs, and arches. But Monier had no knowledge of the working principle of this new material, he placed the reinforcement at the mid-depth of his wares. Then little construction was done in reinforced concrete. It is until 1887, when the German engineers Wayss and Bauschinger proposed to place the reinforcement in the tension zone, the use of reinforced concrete as a material of construction began to spread rapidly. In1906, C. A. P. Turner developed the first flat slab without beams.Before the early twenties of 20th century, reinforced concrete went through the initial stage of its development, Considerable progress occurred in the field such that by 1910 the German Committee for Reinforced Concrete, the Austrian Concrete Committee, the American Concrete Institute, and the British Concrete Institute were established. Various structural elements, such as beams, slabs, columns, frames, arches, footings, etc. were developed using this material. However, the strength of concrete and that of reinforcing bars were still very low. The common strength of concrete at the beginning of 20th century was about 15MPa in compression, and the tensile strength of steel bars was about 200MPa. The elements were designed along the allowable stresses which was an extension of the principles in strength of materials.By the late twenties, reinforced concrete entered a new stage of development. Many buildings, bridges, liquid containers, thin shells and prefabricated members of reinforced concrete were concrete were constructed by 1920. The era of linear and circular prestressing began.. Reinforced concrete, because of its low cost and easy availability, has become the staple material of construction all over the world. Up to now, the quality of concrete has been greatly improved and the range of its utility has been expanded. The design approach has also been innovative to giving the new role for reinforced concrete is to play in the world of construction.The concrete commonly used today has a compressive strength of 20~40MPa. For concrete used in pre-stressed concrete the compressive strength may be as high as 60~80MPa. The reinforcing bars commonly used today has a tensile strength of 400MPa, and the ultimate tensile strength of prestressing wire may reach 1570~1860Pa. The development of high strength concrete makes it possible for reinforced concrete to be used in high-rise buildings, off-shore structures, pressure vessels, etc. In order to reduce the dead weight of concrete structures, various kinds of light concrete have been developed with a density of 1400~1800kg/m3. With a compressive strength of 50MPa, light weight concrete may be used in load bearing structures. One of the best examples is the gymnasium of the University of Illinois which has a span of 122m and is constructed of concrete with a density of 1700kg/m3. Another example is the two 20-story apartment houses at the Xi-Bian-Men in Beijing. The walls of these two buildings are light weight concrete with a density of 1800kg/m3.The tallest reinforced concrete building in the world today is the 76-story Water Tower Building in Chicago with a height of 262m. The tallest reinforced concrete building in China today is the 63-story International Trade Center in GuangZhou with a height a height of 200m. The tallest reinforced concrete construction in the world is the 549m high International Television Tower in Toronto, Canada. He prestressed concrete T-section simply supported beam bridge over the Yellow River in Luoyang has 67 spans and the standard span length is 50m.In the design of reinforced concrete structures, limit state design concept has replaced the old allowable stresses principle. Reliability analysis based on the probability theory has very recently been introduced putting the limit state design on a sound theoretical foundation. Elastic-plastic analysis of continuous beams is established and is accepted in most of the design codes. Finite element analysis is extensively used in the design of reinforced concrete structures and non-linear behavior of concrete is taken into consideration. Recent earthquake disasters prompted the research in the seismic resistant reinforced of concrete structures. Significant results have been accumulated.3. SPECIAL FEATURES OF THE COURSEReinforced concrete is a widely used material for construction. Hence, graduates of every civil engineering program must have, as a minimum requirement, a basic understanding of the fundamentals of reinforced concrete.The course of Reinforced Concrete Design requires the prerequisite of Engineering Mechanics, Strength of Materials, and some if not all, of Theory of Structures, In all these courses, with the exception of Strength of Materials to some extent, a structure is treated of in the abstract. For instance, in the theory of rigid frame analysis, all members have an abstract EI/l value, regardless of what the act value may be. But the theory of reinforced concrete is different, it deals with specific materials, concrete and steel. The values of most parameters must be determined by experiments and can no more be regarded as some abstract. Additionally, due to the low tensile strength of concrete, the reinforced concrete members usually work with cracks, some of the parameters such as the elastic modulus I of concrete and the inertia I of section are variable with the loads.The theory of reinforced concrete is relatively young. Although great progress has been made, the theory is still empirical in nature in stead of rational. Many formulas can not be derived from a few propositions, and may cause some difficulties for students. Besides, due to the difference in practice in different countries, most countries base their design methods on their own experience and experimental results. Consequently, what one learns in one country may be different in another country. Besides, the theory is still in a stage of rapid。

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➢Mechanics of Reinforced Concrete ➢Concrete is strong in compression but weak in tension. ➢As a result, cracks develop(形成)whenever(每当)loads, or restrained shrinkage(收缩限制)or temperature changes, give rise to(导致)tensile stresses in excess of(超过)the tensile strength of the concrete. ➢In the plain concrete(素混凝土)beam, the moments due to applied loads are resisted by an internal tension-compression couple(拉压力偶)involving
土木工程专业英语
Reinforced Concrete Structures 钢筋混凝土结构
➢Concrete and reinforced concrete are used as building materials in every
country. ➢In many, including the United States and Canada, reinforced concrete is a dominant(主要的)structural material in engineered construction(建造的 建筑物). ➢The universal(通用的)nature of reinforced concrete construction stems from(归因于)the wide availability of reinforcing bars(钢筋)and the constituents(组成部分)of concrete, gravel, sand, and cement, the relatively simple skills required in concrete construction(施工), and the economy (经济性)of reinforced concrete compared to other form of construction. ➢Concrete and reinforced concrete are used in bridges, buildings of all sorts ( 各 种 各 样 ) , underground structures, water tanks, television towers, offshore oil exploration and production structures(近海石油开采和生产结 构), dams, and even in ships.
➢钢筋混凝土构件的施工包括以在建构件的形状搭建模板或模具。 ➢模板必须足够强劲以支承湿混凝土的重量和静水压力,以及任何由工人、 混凝土料车、风等施加给它的力。
tension in the concrete. ➢Such a beam fails very suddenly and completely when the first crack forms. ➢In a reinforced concrete beam, steel bars(钢筋)are embedded in the
➢混凝土与钢筋混凝土作为建筑材料在每个国家被使用着。 ➢在很多国家,包括美国和加拿大,钢筋混凝土是建造的建筑物中主要的结构材料。 ➢钢筋混凝土建筑物通用的特性归因于能大量得到钢筋和混凝土的组分 (即碎石、 砂和水泥),混凝土施工需要相对简单的技术,以及与其他形式的建筑相比钢筋混
凝土的经济性。
➢混凝土与钢筋混凝土用于桥梁、各种房屋、地下结构、水箱、电视塔、近海石油 开采和生产结构、大坝甚至船舶。
concrete in such a d for moment equilibrium
after the concrete cracks can be developed in the bars.
➢钢筋混凝土的力学 ➢混凝土受压强、受拉弱。 ➢因此,每当受荷、收缩受阻或温度变化引起的拉应力超过混凝土的抗拉强 度时,便会发生开裂。 ➢在素混凝土梁中,因外力引起的力矩由内部的拉-压形成的力偶来抵抗, 此力偶中包含了混凝土的拉力。 ➢当第一条裂缝形成时,此梁会突然、完全地失效。 ➢在钢筋混凝土梁中,钢筋埋置在混凝土内的方式应能使混凝土开裂后在钢 筋中产生平衡力矩所需的拉力。
➢The construction ( 施 工 ) of a reinforced concrete member involves building a form or mold(模具)in the shape of the member being built. ➢The form must be strong enough to support the weight and hydrostatic pressure(静水压力)of the wet concrete, and any forces applied to it by workers, concrete buggies(料车), wind, and so on. ➢The reinforcement(钢筋)is placed in this form and held in place(固定就 位)during the concreting(用混凝土浇筑)operation. ➢After the concrete has hardened, the forms are removed(拆除).
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