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常州工学院土建学院毕业设计PAGE32-CHANGZHOUINSTITUTEOFTECHNOLOGY2013届毕业设计专业外文翻译题目:ArchitectureStructure专业土木工程班级09土Y4学号09125437姓名姚嘉诚指导老师李雄威2013年02月23日、英语原文摘自“西方建筑结构工程论文”网站英语原文:ArchitectureStructureWehaveandthearchitectsmustdealwiththespatialaspectofactivity,physical,andsymbolicneedsinsuchawaythatoverallperformanceintegrityisassured.Hence,heorshewellwantstothinkofevolvingabuildingenvironmentasatotalsystemofinteractingandspaceformingsubsystems.Isrepresentsacomplexchallenge,andtomeetitthearchitectwillneedahierarchicdesignprocessthatprovidesatleastthreelevelsoffeedbackthinking:schematic,preliminary,andfinal.Suchahierarchyisnecessaryifheorsheistoavoidbeingconfused,atconceptualstagesofdesignthinking,bythemyriaddetailissuesthatcandistractattentionfrommorebasicconsiderations.Infact,wecansaythatanarchitect’sabilitytodistinguishthemorebasicformthemoredetailedissuesisessentialtohissuccessasadesigner.Theobjectoftheschematicfeedbacklevelistogenerateandevaluateoverallsite-plan,activity-interaction,andbuilding-configurationoptions.Todosothearchitectmustbeabletofocusontheinteractionofthebasicattributesofthesitecontext,thespatialorganization,andthesymbolismasdeterminantsofphysicalform.Thismeansthat,inschematicterms,thearchitectmayfirstconceiveandmodelabuildingdesignasanorganizationalabstractionofessentialperformance-spaceinteractions,Thenheorshemayexploretheoverallspace-formimplicationsoftheabstraction.Asanactualbuildingconfigurationoptionbeginstoemerge,itwillbemodifiedtoincludeconsiderationforbasicsiteconditions.Attheschematicstage,itwouldalsobehelpfulifthedesignercouldvisualizehisorheroptionsforachievingoverallstructuralintegrityandconsidertheconstructivefeasibilityandeconomicofhisorherscheme.Butthiswillrequirethatthearchitectand/oraconsultantbeabletoconceptualizetotal-systemstructuraloptionsintermsofelementaldetail.Suchoverallthinkingcanbeeasilyfedbacktoimprovethespace-formscheme.Atthepreliminarylevel,thearchitect’semphasiswillshifttotheelaborationofhisorhermorepromisingschematicdesignoptions.Herethearchitect’sstructuralneedswillshifttoapproximatedesignofspecificsubsystemoptions.Atthisstagethetotalstructuralschemeisdevelopedtoamiddlelevelofspecificitybyfocusingonidentificationanddesignofmajorsubsystemstotheextentthattheirkeygeometric,component,andinteractivepropertiesareestablished.Basicsubsysteminteractionanddesignconflictscanthusbeidentifiedandresolvedinthecontextoftotal-systemobjectives.Consultantscanplayasignificantpartinthiseffort;thesepreliminary-leveldecisionsmayalsoresultinfeedbackthatcallsforrefinementorevenmajorchangeinschematicconcepts.牢Whe教nt贿he炎des灭ign蚂er商and舱th删ec茂lie愈nt疮are墙sa旦tis歼fie郑dw冶ith欢th纹ef欠eas直ibi越lit搭yo赖fa俊de催sig擦np亦rop副osa乒la稻tt虹he滥pre甚lim拼ina住ry波lev到el,捏it悄me三ans虫th键at太the写ba己sic智pr谦obl拦ems毁of臣ov辰era疮ll赤des绵ign率ar播es女olv窑ed益and夹de商tai插ls伟are典no壤tl洽ike偷ly赚to泰pro泛duc治em挎ajo道rc返han印ge叙.Th银ef键ocu私ss派hif执ts蔑aga背in纽,an担dt哑he贯des兆ign委pr就oce戚ss绳mov么es拜int余ot旱he肥fin粒al糟lev犹el厕.At毅th盯is具sta括ge贺the翻em酒pha敲sis记wi斯ll符be将on悦the颂de大tai丸led冠de鸟vel藏opm锅ent刊of腾al锄ls剖ubs摇yst耀em鲁spe酷cif太ics笔.钩Her眠et裁he寻rol惕eo磁fs品pec蒜ial衫ist栏sf时rom村va住rio桨us卧fie倾lds川,i环ncl州udi含ng寸str芦uct栗ura介le津ngi袋nee价rin湾g,迟is蹄muc荡hl新arg自er,使si注nce尺al存ld课eta谱il宅of这the说pr抬eli都min摄ary晌de氧sig遵nm贵ust乒be燕wo亩rke筑do许ut.螺De煌cis涨ion辟sm献ade菊at讯th续is法lev深el日may令pr温odu睡ce哨fee焦dba斯ck凝int破oL魔eve要lI翼It亚hat呀wi樱ll放res泥ult肠in致ch啦ang偏es.钟Ho赢wev籍er,呆if丸Le跨vel缠sI兼an活dI忙Ia粒re恰han柄dle御dw赔ith于in丰sig歼ht,布th槐er菊ela替tio喉nsh字ip杜bet璃wee洞nt筋he胖ove芽ral诊ld鬼eci缩sio买ns,摆ma满de滑at触the窝sc腾hem疾ati屑ca畅nd蜓pre递lim壳ina牛ry葡lev越els缝,a脊nd匪the处sp浙eci锻fic枣so催ft渣he列fin搏al趁lev诱el押sho腥uld繁be忽su绳ch秋tha晒tg起ros静sr涌ede锄sig杂ni饺sn倚ot让in勒que元sti乖on,绸Ra尿the罗r,阔the母en弟tir痰ep晚roc救ess荣sh临oul淹db屋eo烘ne示of年mov忧ing砍in矩an陶ev破olu蜓tio且nar过yf商ash谎ion搏fr蹦om昂cre射ati喷on畅and恐re探fin泉eme曾nt盛(or缺mo果dif蚁ica击tio旺n)评of验the雪mo料re泽gen家era自lp睬rop步ert滩ies分of鸭a计tot近al-压sys玉tem挂de眨sig斑nc嘱onc允ept覆,t厌ot爷he兔fle箭shi纱ng芳out木of烂re知qui浓sit卵ee烤lem打ent抚sa设nd争det芹ail倾s.井To怀sum宗mar者ize怕:A副tL虚eve猪lI撞,t铅he篮arc窗hit纪ect替mu协st饶fir仍st部est阻abl台ish坝,i肾nc絮onc无ept绑ual洒te确rms罚,t刊he丸ove职ral闸ls住pac桂e-f培orm滥fe托asi锈bil货ity锹of膛ba歼sic锤sc古hem信ati她co迁pti纱ons孔.A茄tt厨his板st意age款,c狠oll距abo宅rat恒ion权wi裂th臭spe课cia潜lis羡ts验can虹be币he鸣lpf布ul,安bu隙to粪nly辨if如in锣th脸ef以orm牛of绘ov掘era拍ll泥thi朱nki互ng.窝At制Le蛾vel附II凳,t颈he仙arc额hit病ect昆mu扫st隙be摩abl嫩et让oi劝den躲tif趴yt偷he扰maj图or脆sub匙sys搂tem节re标qui鸦rem冷ent胆si趁mpl吓ied淡by弯th端es煮che棕me恼and馒su愤bst赏ant单ial找th柱eir堆in醒ter橡act闯ive首fe拢asi甘bil标ity殃by乓ap调pro毅xim积ati网ng诚key两co辜mpo院nen香tp闯rop册ert气ies犯.T遗hat帆is竖,t承he臣pro奇per翠tie路so锡fm直ajo呈rs摇ubs军yst妨ems丽ne王ed搂be萝wor概ked关ou谦to武nly兄in呈su抚ffi谈cie饮nt朝dep剥th闷to神ver雪yt恼he血inh兵ere诞nt诵com仪pat婶ibi拐lit涛yo工ft壁hei勾rb携asi罗cf生orm狱-re给lat块ed散and猪be践hav挨ior你al心int振era刃cti将on遥.T读his殊wi置ll概mea肤na匆so均mew床hat焦mo景re园spe屋cif该ic宰for维mo让fc供oll浴abo伯rat脚ion结wi赛th侦spe昼cia因lis敲ts景the隆nt挺hat东in抓le赏vel凉I次.At壁le怖vel讯II果I,啦the圣ar仗chi益tec荒ta端nd揉the锹sp宴eci毙fic板fo悬rm有of逼col税lab乒ora古tio烤nw巾ith辫sp均eci白ali拒sts纯th稳en肠tha麻tp叉rov映idi叮ng体for冬al筐lo很ft挠he右ele矮men胸tal逗de舍sig恰ns知pec元ifi久cs扒req刮uir垄ed横to等pro对duc伶eb盯idd狠abl颗ec蓬ons吊tru兴cti醒on冻doc仆ume表nts奉.示Of旦cou届r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骆rti握cul只ate踪dt所ype殖of梅ab慈out即0.滚5m稍³.屑Th配ed项ist狂inc乔tio讯nb寄etw闪een隆du双mpe竟rs径and易du杜mp难tru费cks傅mu控st够be利rem跃emb康ere叙d.慎dum焦per匠st挖ip踏for捞war跌ds里and愈th臂ed族riv觉er米sit积sb视ehi欣nd钓the初lo解ad.盘Du寸mp耍tru套cks均ar沫eh松eav明y,秋str贞eng守the触ned垦ti拒ppi握ng文lor萝rie活s,昨the月dr颤ive哗rt击rav观els颠in热fr准ont门lf叠th纵el童oad歌an因dt秀he播loa应di影sd脉ump谅ed蜻beh与ind绞hi冷m,纳so仔the僵ya武re冰som阴eti亲mes猪ca寿lle判dr拴ear帆-du剥mp闲tru肃cks立.3.SafetyofStructuresTheprincipalscopeofspecificationsistoprovidegeneralprinciplesandcomputationalmethodsinordertoverifysafetyofstructures.The“safetyfactor”,whichaccordingtomoderntrendsisindependentofthenatureandcombinationofthematerialsused,canusuallybedefinedastheratiobetweentheconditions.Thisratioisalsoproportionaltotheinverseoftheprobability(risk)offailureofthestructure.Failurehastobeconsiderednotonlyasoverallcollapseofthestructurebutalsoasin-serviceabilityor,accordingtoamoreprecise.Commondefinition.Asthereachingofa“limitstate”whichcausestheconstructionnottoaccomplishthetaskitwasdesignedfor.Therearetwocategoriesoflimitstate:(1)Ultimatelimitsate,whichcorrespondstothehighestvalueoftheload-bearingcapacity.Examplesincludelocalbucklingorglobalinstabilityofthestructure;failureofsomesectionsandsubsequenttransformationofthestructureintoamechanism;failurebyfatigue;elasticorplasticdeformationorcreepthatcauseasubstantialchangeofthegeometryofthestructure;andsensitivityofthestructuretoalternatingloads,tofireandtoexplosions.(2)Servicelimitstates,whicharefunctionsoftheuseanddurabilityofthestructure.Examplesincludeexcessivedeformationsanddisplacementswithoutinstability;earlyorexcessivecracks;largevibrations;andcorrosion.Computationalmethodsusedtoverifystructureswithrespecttothedifferentsafetyconditionscanbeseparatedinto:(1)Deterministicmethods,inwhichthemainparametersareconsideredasnonrandomparameters.(2)Probabilisticmethods,inwhichthemainparametersareconsideredasrandomparameters.Alternatively,withrespecttothedifferentuseoffactorsofsafety,computationalmethodscanbeseparatedinto:(1)Allowablestressmethod,inwhichthestressescomputedundermaximumloadsarecomparedwiththestrengthofthematerialreducedbygivensafetyfactors.(2)Limitstatesmethod,inwhichthestructuremaybeproportionedonthebasisofitsmaximumstrength.Thisstrength,asdeterminedbyrationalanalysis,shallnotbelessthanthatrequiredtosupportafactoredloadequaltothesumofthefactoredliveloadanddeadload(ultimatestate).Thestressescorrespondingtoworking(service)conditionswithunfilteredliveanddeadloadsarecomparedwithprescribedvalues(servicelimitstate).Fromthefourpossiblecombinationsofthefirsttwoandsecondtwomethods,wecanobtainsomeusefulcomputationalmethods.Generally,twocombinationsprevail:(1)deterministicmethods,whichmakeuseofallowablestresses.(2)Probabilisticmethods,whichmakeuseoflimitstates.Themainadvantageofprobabilisticapproachesisthat,atleastintheory,itispossibletoscientificallytakeintoaccountallrandomfactorsofsafety,babilisticapproachesdependupon:(1)Randomdistributionofstrengthofmaterialswithrespecttotheconditionsoffabricationanderection(scatterofthevaluesofmechanicalpropertiesthroughoutthestructure);(2)Uncertaintyofthegeometryofthecross-sectionsandofthestructure(faultsandimperfectionsduetofabricationanderectionofthestructure);(3)Uncertaintyofthepredictedliveloadsanddeadloadsactingonthestructure;(4)Uncertaintyrelatedtotheapproximationofthecomputationalmethodused(deviationoftheactualstressesfromcomputedstresses).Furthermore,probabilistictheoriesmeanthattheallowableriskcanbebasedonseveralfactors,suchas:(1)Importanceoftheconstructionandgravityofthedamagebyitsfailure;(2)Numberofhumanliveswhichcanbethreatenedbythisfailure;(3)Possibilityand/orlikelihoodofrepairingthestructure;(4)Predictedlifeofthestructure.Allthesefactorsarerelatedtoeconomicandsocialconsiderationssuchas:(1)Initialcostoftheconstruction;(2)Amortizationfundsforthedurationoftheconstruction;(3)Costofphysicalandmaterialdamageduetothefailureoftheconstruction;(4)Adverseimpactonsociety;(5)Moralandpsychologicalviews.Thedefinitionofalltheseparameters,foragivensafetyfactor,allowsconstructionattheoptimumcost.However,thedifficultyofcarryingoutacompleteprobabilisticanalysishastobetakenintoaccount.Forsuchananalysisthelawsofthedistributionoftheliveloadanditsinducedstresses,ofthescatterofmechanicalpropertiesofmaterials,andofthegeometryofthecross-sectionsandthestructurehavetobeknown.Furthermore,itisdifficulttointerprettheinteractionbetweenthelawofdistributionofstrengthandthatofstressesbecausebothdependuponthenatureofthematerial,onthecross-sectionsandupontheloadactingonthestructure.Thesepracticaldifficultiescanbeovercomeintwoways.Thefirstistoapplydifferentsafetyfactorstothematerialandtotheloads,withoutnecessarilyadoptingtheprobabilisticcriterion.Thesecondisanapproximateprobabilisticmethodwhichintroducessomesimplifyingassumptions(semi-probabilisticmethods).4.TraditionalConstructionProceduresAsmentionedbefore,constructionunderthetraditionalconstructionprocedureisperformedbycontractors.Whiletheywouldliketosatisfytheownerandthebuildingdesigners,contractorshavethemainobjectiveofmakingaprofit.Hence,theirinitialtaskistoprepareabidpricebasedonanaccurateestimateofconstructioncosts.Thisrequiresdevelopmentofaconceptforperformanceoftheworkandaconstructiontimeschedule.Afteracontracthasbeenawarded,contractorsmustfurnishandpayforallmaterials,equipment,power,labor,andsupervisionrequiredforconstruction.Theownercompensatesthecontractorsforconstructioncostsandservices.Ageneralcontractorassumesoverallresponsibilityforconstructionofabuilding.Thecontractorengagessubcontractorswhotakeresponsibilityfortheworkofthevarioustradesrequiredforconstruction.Forexample,aplumbingcontractorinstallstheplumbing,anelectricalcontractorinstallstheelectricalsystem,andanelevatorcontractorinstallselevators.Theircontractsarewiththegeneralcontractor,andtheyarepaidbythegeneralcontractor.Sometimes,inadditiontoageneralcontractor,theownercontractsseparatelywithspecialtycontractors,suchaselectricalandmechanicalcontractors,whoperformasubstantialamountoftheworkrequireforabuilding.Suchcontractorsarecalledprimecontractors.Theirworkisscheduledandcoordinatedbythegeneralcontractor,buttheyarepaiddirectlybytheowner.Sometimesalso,theownermayusethedesign-buildmethodandawardacontracttoanorganizationforboththedesignandconstructionofabuilding.Suchorganizationsarecalleddesign-buildcontractors.Onevariationofthistypeofcontractisemployedbydevelopersofgroupsofone-familyhomesorlow-riseapartmentbuildings.Thehomebuilderdesignsandconstructsthedwellings,butthedesignissubstantiallycompletedbeforeownerspurchasethehomes.Administrationoftheconstructionprocedureoftenisdifficult.Consequently,someownersseekassistancefromanexpert,calledaprofessionalconstructionmanager,withextensiveconstructionexperience,whoreceivesafee.Theconstructionmanagernegotiateswithgeneralcontractorsandhelpsselectonetoconstructthebuilding.Managersusuallyalsosuperviseselectionofsubcontractors.Duringconstruction,theyhelpcontrolcosts,expediteequipmentandmaterialdeliveries,andkeeptheworkonschedule.Insomecases,instead,theownermaypreferoengageaconstructionprogrammanager,toassistinadministratingbothdesignandconstruction.Constructioncontractorsemploylaborthatmayormaynotbeunionized.Unionizedcraftspeoplearemembersofunionsthatareorganizedbyconstructiontrades,suchascarpenter,plumber,andelectricianunions,Unionmemberswillperformonlytheworkassignedtotheirtrade.Duringconstruction,allworkshouldbeinspected.Forthispurpose,theowner,oftenthroughthearchitectandconsultants,engagesinspectors.Thefieldinspectorsmaybeplacedunderthecontrolofanowner’srepresentative,whomaybetitledclerkoftheworks,architect’ssuperintendent,engineer’ssuperintendent,orresidentengineer.Theinspectorshavetheresponsibilityofensuringthatconstructionmeetstherequirementsofthecontractdocumentsandisperformedundersafeconditions.Suchinspectionsmaybemadeatfrequentintervals.Inaddition,inspectionsalsoaremadebyrepresentativesofoneormoregovernmentalagencies.Theyhavetheresponsibilityofensuringthatconstructionmeetslegalrequirementsandhavelittleornoconcernwithdetailedconformancewiththecontractdocuments.Suchlegalinspectionsaremadeperiodicallyorattheendofcertainstagesofconstruction.Oneagencythatwillmakefrequentinspectionsisthelocalorstatebuildingdepartment,whicheverhasjurisdiction.Thepurposeoftheseinspectionsistoensureconformancewiththeloca

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