混凝土結(jié)構(gòu)中英文詞匯(上)

極限狀態(tài) limitstate現(xiàn)澆混凝土Cast-in-situ設(shè)計(jì)基準(zhǔn)期design收縮 shrinkage軸心受壓柱axially偏心距eccentricity活荷載variableloador準(zhǔn)永久值系數(shù)quasi-permanent上冊(cè)極限狀態(tài) limitstate現(xiàn)澆混凝土Cast-in-situ設(shè)計(jì)基準(zhǔn)期design收縮 shrinkage軸心受壓柱axially偏心距eccentricity活荷載variableloador準(zhǔn)永久值系數(shù)quasi-permanent結(jié)構(gòu)重要性系數(shù)coefficientofstructuralimportance界限配筋balancedreinforcement超筋over-reinforced適筋under-reinforced等效應(yīng)力矩形equivalentstressblock 最小配筋率minimumsteelratio最大配筋率balancedsteelratio截面有效高度effectivedepth雙筋梁doublyreinforcedsection T形截面翼緣flangeT形截面腹板web 有效翼緣寬度effectiveflangewidth主壓應(yīng)力跡線trajectoriesoftheprincipalcompressivestress 斜裂縫diagonalcrack腹筋transversereinforcement;webreinforcement 箍筋tiesorstirrups斜拉破壞diagonal充分利用面fully-developed理論截?cái)嘈崩茐膁iagonal充分利用面fully-developed理論截?cái)帱c(diǎn)theoretical錨固長(zhǎng)度anchoragelength鋼筋表barschedule肋梁樓板結(jié)構(gòu)girder-beam-slab斜壓破壞diagonalcompression名義剪跨比generalizedshearspan材料斜壓破壞diagonalcompression名義剪跨比generalizedshearspan材料彎矩抵抗圖diagramofbending配箍率transversetieratioresistance不需要面cut-offsectionsection充分利用點(diǎn)fullyusablepointofbarcuttingpointofbar實(shí)際截?cái)帱c(diǎn)realcuttingpointofbar綁扌L搭接bindinglappedsplice連接區(qū)段connectionsectorstructuralsystem現(xiàn)澆樓板cast-in-placeslab 預(yù)應(yīng)力樓板pre-castslab剛度rigidity 彎矩包絡(luò)圖momentenvelopediagram;ultimatemomentdiagram剪力包絡(luò)圖shearenvelopediagram塑性鉸plastichinge無(wú)梁樓蓋flatslab塑性內(nèi)力重分布法plasticredistributionofstressesanalysismethod彎矩調(diào)幅法themethodofamplitudemodulationforbendingmomentCHAPTER1PlainConcrete素混凝土，ReinforcedConcrete鋼筋混凝土，PrestressedConcrete預(yù)應(yīng)力混凝土，reinforcementsteelbar鋼筋（也有人直接用bar,fiber）,Portlandcement波特蘭水泥Light-weightconcrete輕質(zhì)混凝土，high-strengthconcrete高強(qiáng)混凝土，F(xiàn)iberreinforcedconcrete（FRC）纖維混凝土load荷載，span跨徑，strain應(yīng)變，stress應(yīng)力，compression壓力，tension拉力，moment彎矩，torsion扭矩，扭轉(zhuǎn)thermalexpansioncoefficients熱膨脹系數(shù)，corrosionprotection防腐蝕，F(xiàn)ireresistance耐火，hollowfloor空心樓板，wall墻面，girder主梁，beam橫梁，column柱，footing基礎(chǔ)allowablestressdesignmethod允許應(yīng)力法，ultimatestrengthdesignmethod極限強(qiáng)度設(shè)計(jì)法，limitstatedesignmethod極限狀態(tài)設(shè)計(jì)法，compositestructure混合結(jié)構(gòu)CHAPTER2smoothbar光圓鋼筋，deformedbar螺紋鋼筋，hotrolledbar熱軋鋼筋，colddrawnbar冷拉鋼筋，steelwires鋼絞線，heattreatedsteelbar熱處理鋼筋stress-straincurve應(yīng)力應(yīng)變曲線，yieldplateau屈服平臺(tái)deformation變形，deflection撓度，yieldstrength屈服強(qiáng)度，ultimatestrength極限強(qiáng)度,ductility韌性，hardening強(qiáng)化，colddrawn冷拉，temperingtreatment回火，quenchingtreatment淬火fatigue疲勞，shrinkage收縮，creep徐變，crack開(kāi)裂,crush壓潰water-cementratio水灰比cubiccompressivestrength立方體抗壓強(qiáng)度，prismaticcompressivestrength棱柱體抗壓強(qiáng)度elasticitymodulus彈性模量（楊氏模量），secantmodulus割線模量，tangentmodulus切線模量，shearmodulus剪切模量，poisson'sratio泊松比uniaxialtension單軸拉伸，biaxialloading雙軸加載，triaxialloading三軸加載CHAPTER3bond粘結(jié)，anchorage錨固，barsplicing鋼筋搭接，splitting撕裂，crush壓潰，pull-outfailure刮出式破壞splicelength搭接長(zhǎng)度，embeddedlength埋置長(zhǎng)度，developmentlength錨固長(zhǎng)度shapecoefficient外形系數(shù)ribs鋼筋肋CHAPTER4axialload軸向加載，axialtension軸向拉伸，axialcompression軸向壓力elasticity彈性，plasticity塑性longitudinalbars主筋（縱向鋼筋），stirrup箍筋，hangerbar架立筋，bentbar彎起鋼筋brittlefailure脆性破壞，loadcarryingcapacity承載能力shortcolumn短柱，slendercolumn長(zhǎng)柱，stabilitycoefficient穩(wěn)定系數(shù)crosssection截面，cross-sectionaldimension截面尺寸spiralstirrup螺旋箍筋CHAPTER5boxsection箱形截面，hollowslab空心板，T-sectionT形截面over-reinforcedbeam超筋梁，under-reinforcedbeam少筋梁，balanced-reinforcedbeam適筋梁brittlefailure脆性破壞concretecover混凝土保護(hù)層minimumreinforcementratio最小配筋率flexuretheory彎曲理論，planesectionassumption平截面假定neutralaxis中性軸，coefficient系數(shù)，parameter參數(shù)，constant常數(shù)stressdistribution應(yīng)力分布，shearspanratio剪跨比stressblockdepth應(yīng)力區(qū)高度（受壓區(qū)高度），relativestressblockdepth相對(duì)應(yīng)力區(qū)高度（相對(duì)受壓區(qū)高度），nominalstressblockdepth名義應(yīng)力區(qū)高度（名義受壓區(qū)高度），flexuralcapacity抗彎承載能力symmetryreinforcement對(duì)稱配筋effectiveflangewidth有效翼緣寬度，flange翼緣，web腹板shear-lageffect剪力滯效應(yīng)simple-supportedbeam簡(jiǎn)支梁，continuousbeam連續(xù)梁deep-bendingmember深受彎構(gòu)件，deepbeam深梁，transfergirder轉(zhuǎn)換梁，tie-reinforcement拉結(jié)筋，horizontaldistributingreinforcement水平分布鋼筋spacing間距CHAPTER6eccentricity偏心率，second-ordereffect二階效應(yīng)ultimatelimitstate使用極限狀態(tài)additionaleccentricity附加偏心距eccentricitymagnifyingcoefficient偏心距放大系數(shù)tensilefailure受拉破壞，compressivefailure受壓破壞largereccentricity大偏心，smalleccentricity小偏心out-planestrength片面外強(qiáng)度geometriccentralaxis幾何中心軸CHAPTER7shearfailure剪切破壞diagonaltension斜向拉應(yīng)力shearflow剪力流diagonalcracks斜裂縫，flexuralcrack彎曲裂縫，compressionstrut受壓桿webreinforcement腹筋（抗剪鋼筋）trussmodel桁架模型slopeangle傾角upperendofthecrack裂縫上端maximumspacingofstirrup箍筋最大間距concentratedload集中荷載，uniformload均布荷載detailingrequirement構(gòu)造要求momentenvelope彎矩包絡(luò)圖，momentdiagram彎矩圖embeddedlength錨固長(zhǎng)度pointsofbend彎起點(diǎn)CHAPTER8equilibriumtorsion均衡扭轉(zhuǎn)，compatibilitytorsion協(xié)調(diào)扭轉(zhuǎn)staticequilibrium靜力平衡principalstress主應(yīng)力crackingtorque開(kāi)裂彎曲transversereinforcement橫向鋼筋elasto-plasticmode彈塑性模型Plasticspacetrussdesignmethod塑性空間桁架設(shè)計(jì)方法，Skewbendingdesignmethod斜彎設(shè)計(jì)方法hollowsection空心截面perimeter周長(zhǎng)hook彎鉤minimumstirrupratio最小配箍率distributionofreinforcement鋼筋分布CHAPTER9punchingshear沖切，localcompression局部受壓twowayshear雙向剪切slab-columnjoint板柱交接點(diǎn)columncap柱帽，droppanel托板linearinterpolation線形內(nèi)插e(cuò)ffectivedepth有效高度criticalwidth臨界寬度punchingshearcone沖壓椎體polarmomentofinertia極慣性矩netarea凈面積spiralstirrup螺旋箍筋，matreinforcement鋼筋網(wǎng)splitting劈裂，chipping崩裂CHAPTER10prestressedconcrete預(yù)應(yīng)力混凝土pretensioningsystem先張法，post-tensioningsystem后張法wire鋼絲，strand鋼絞線，tendon鋼束bottom臺(tái)座，casting-yard預(yù)制場(chǎng)duct孔道，jack張拉，grout灌漿，bond粘結(jié)，unbond無(wú)粘結(jié)friction摩擦fullprestressing全預(yù)應(yīng)力，partialprestressing部分預(yù)應(yīng)力creep徐變，shrinkage收縮stressloss應(yīng)力損失grippers夾具，anchorage錨具permissiblestress容許應(yīng)力，stretchingstress拉伸應(yīng)力，effectiveprestress有效預(yù)應(yīng)力lossofprestress預(yù)應(yīng)力損失，lossduetofriction摩擦損失，anchorage-sections錨具滑移,elasticshorteningofconcrete混凝土塑性回縮，steelstressrelaxation鋼筋應(yīng)力松弛，creeploss徐變損失，shrinkageloss收縮損失tendonprofile鋼束形狀，deviationforce偏向力，curvatureeffect曲率效應(yīng)，wobbleeffect抖動(dòng)效應(yīng)fixedend固定端，tensionend張拉端overstretching超張拉curvaturefrictioncoefficient曲率摩擦系數(shù)transferlength傳遞長(zhǎng)度，bondstress粘結(jié)應(yīng)力concretedepositing混凝土澆注servicestage使用階段，constructionstage施工階段T