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1、Sophie:6.ConclusionsChapter6.Conclusions6.1Introduction6.2BuildaModelofConclusions6.3LanguagePoints6.4Review6.5Exercises6.1Introduction6.1.1ConclusionsandDiscussionNomatterhowConclusionsandDiscussionarestructuredortitled,thesesectionsdealwithinterpretationsofyourresearchfindings,explorepossibleimp
2、licationsorapplicationsoftheresults,andpointoutlimitationsofyourstudyaswell.6.1.2ConclusionandIntroductionTheConclusionsectionwillalwaysconnecttotheIntroductionsection,butitdoesnotsimplyrepeatandrearrangetheIntroduction.Instead,ittellshowthestudyhasmovedreadersforwardfromtheplaceyouleftthemattheen
3、doftheIntroduction.TheConclusionsectionisalsotheplacetoputideasaboutfutureresearchstudies.Youmayhaveansweredthebigquestionsyoustartedwith,butnowtheanswersleadtonewquestions.6.2BuildaModelofConclusion6.2.1IngredientsExercise:ReadthefollowingsentencesignalsandfigureoutwhatcanbeincludedintheDiscussio
4、nsection.1.Thisstudyattemptedtoassess…2.Thisstudyshowsthat...3.Thesefindingsseemtoindicatethat...4.Thisstudydidnotallowusto...5.Moreresearchfocusingon(amorespecificoradifferent)samplegroupshouldbedonebefore...6.2.2ExampleTask:ReadtheConclusionbelowandseeifyoucandecidethepurposeofkeysentences.Herea
5、resomeheadings:(1)asummaryofresearch,(2)majorconclusion,(3)problems/drawbacksandothernegativeaspects,(4)qualifiedconclusion,(5)directionsforfutureresearch,(6)structureofthewriting.Analysisofcoupledshear/corewallsusingabeam-typefiniteelementKwan,A.K.H.,andCheung,Y.K.(1664)EngineeringStructures.Vol1
6、6No2.ConclusionsTheSisodiyaandCheungbeam-typeelementisfoundtobeparticularlysuitablefortheanalysisofcoupledshear/corewallstructures.However,itisnotwithoutproblems.Firstly,whenconnectedwithcouplingbeams,ityieldslargefluctuationsofshearstresseswhicharenotrealistic.Secondlyitgivesonlytheaveragebending
7、6/6Sophie:6.Conclusionsmomentswithintheelementsbutwouldnotgivedirectlythemaximumbendingmomentsneededforstructuraldesign.Thirdly,thefiniteelementmethodiscomputationallylessefficientthanmanyothermethods.Theseproble
