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ID:40600192
大小:481.73 KB
页数:47页
时间:2019-08-04
《Chapter 8 Matrix displacement method》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、Chapter8Matrixdisplacementmethod§8-1OverviewWiththedevelopmentofeconomyandadvancesinscienceandtechnologies,structuralanalysisproblemsraisedfromengineeringpracticetendtobelarge-scaleandgetmorecomplex,whichmakesitdifficultforthetraditionalmethodsandmeansofstructuralanalysistobeapplied.The
2、mainobstacleistheprohibitivehugeamountofcalculation.Thus,useofcomputationaltoolsofhighefficiencybecomesthekeytothesolutionsofsuchproblems.Ontheotherhand,rapiddevelopmenthasbeenachievedincomputertechnologyinrecentdecades,whichlaysthefoundationforfundamentaladvancestobeachievedinmethodsof
3、structuralanalysis.Whenusingtheforcemethodordisplacementmethodforstructuralanalysis,amechanicalproblemeventuallytransformsintoasetoflinearalgebraicequations.Thus,useofcomputerizedstructuralanalysisrequiresaunifiedapproachandstepssothatthecomputerprogramcanautomaticallybuildsuchequations
4、.Thisapproachcanbeachievedinsuchawaythat,thestructureisdiscretizedfirstintoelementswithgoverningequationsoftheirmechanicalbehavior.Subsequently,theelementgoverningequationscanbeassembledfollowingthewaythattheelementsareassembledintothestructure,fromwhichthegoverningequationsofthestructu
5、recanbeestablished.Solvingtheseequationsyieldsthecriticalunknownsandthusthestructuralanalysisofthestructurecanbeaccomplished.Theseanalysisprocedurescanbeexpressedconciselyandinastandardizedmannerbymeansofmatrixform,whichisreferredtoasthematrixanalysismethodofstructures.Withsuchahighlyun
6、iformandstandardizedanalysismethod,wecancodifycomputerprogramsofgeneralapplicabilityforacertainclassofproblemssoastoachievetheobjectiveofcomputerizedstructuralanalysis.Thematrixanalysismethodneedstobeestablishedbasedonthetheoryofmechanics.Thisraisestheproblemofthechoiceoftheoreticalbasi
7、s.Whenusingtheforcemethodtoanalyzestaticallyindeterminatestructures,differentprimarystructurescanbeusedforthesamestructure,thustheanalysisproceduresarecoupledwiththechoiceofprimarystructures;whilewhenusingthedisplacementmethod,theformoftheprimarystructureisconstantforacertainst
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