极端环境条件下大跨越输电塔线体系的动态响应分析

极端环境条件下大跨越输电塔线体系的动态响应分析

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页数:76页

时间:2019-02-19

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1、摘要极端环境条件下大跨越输l也塔线体系的动态响应分析舞动关键词:大跨越输电塔线体系:极端环境条件;有限元法;龙卷风;地震:lI作者:任超指导教师:高强DynamicResponseAnalysisofLongSpanTransmissionTower-lineSystemUnderExtremeEnvironmentalConditionsAbstractLongspantransmissiontower-linesystemisavitallifelinetopowersystem.Exposinginenvironme

2、nt,thesystemmustberobustenoughtobeardestructiveforceinextremeenvironmentalconditions.Thetowermaycollapseunderextremeenvironmentalloadingsuchastornado,earthquake,snowandicedisaster.Theicedtransmissionlinegallopingmayoccuredalso.Theseaccidentsinfluencethesafetyofpow

3、ersystemseriously.Inthispaper,dynamicresponseoflongspantransmissiontower-linesystemunderextremeenvironmentalconditionsisanalyzedbyfiniteelementmethod.Theanalysisresultsareprovidedforelectricitysectorandtheyarehelpfulforon-linemonitoringoftower-linesystem.Firstly,a

4、f'miteelementmodeloflongspantransmissiontower-linesystemisbuilt.Modalanalysisisdoneondifferentmodels,suchasspantower,anchortower,andtower-linesystem.Naturalmodesandfrequenciesareextracted.Theresultsshowthatnaturalfrequencyvalueofspantowerreduceswhenelevatorwellhol

5、eisconsidered.However,thevaluereducesmuchmorewhentransmissionlineandanchortowersareallconsidered.Secondly,staticanddynamicresponseanalysisoflongspantransmissiontowerundertomadoloadingiscalculated.Materialnonlinearityisconsideredandthreedifferentcasesofwindloading(

6、towersurfaceandwindvelocityareat0。、45。、90。angle)arediscussed.Deformationandstressareobtained.TheresultsshowthattowerissafeunderF2gradetornadoinstaticanalysis.Ontheotherhand,plasticdeformationcausestowerdamagedindynamicanalysiswithamaximumwindvelocity100rrds.Howeve

7、r,thedeformationandstressaremoresignificantin45。anglecaseeitherinstaticordynamicanalysis.Thirdly,time-historyanalysisoftowerunderearthquakeloadingisstudiedtoobtaindeformationandstressofstructure.Theresultsshowthatdeformationinhorizontaldirectionismajorandthevalueg

8、etslargerasheightincreases.MaximumIIIstressoftowerislowerthanultimatewhichrevealsthatthetowerhasagoodresistanceinVIImagnitudeintensityearthquake·Finally

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