大跨高墩連續(xù)剛構(gòu)鐵路橋地震反應(yīng)分析

大跨高墩連續(xù)剛構(gòu)鐵路橋地震反應(yīng)分析

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時(shí)間:2019-05-22

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1、西南交通大學(xué)碩士學(xué)位論文大跨高墩連續(xù)剛構(gòu)鐵路橋地震反應(yīng)分析姓名:萬(wàn)明申請(qǐng)學(xué)位級(jí)別:碩士專業(yè):橋梁與隧道工程指導(dǎo)教師:魏建東20090301西南交通大學(xué)碩士研究生學(xué)位論文第1I頁(yè)AbstractInrecentyears,withthedevelopmentofbridgestructure,thespanbecomeslonger,theheightofpierbecomeshigherandhigher.a(chǎn)ndframeworkbecomesmoreandmoreflexible,whichpresentsmanynewproblemsinthestudiesontheaseis

2、micdesignoflong.spanbridge.Inseismicdesignandseismicassessmentofbridges,itisnecessaryforUStounderstanddynamicresponsesofbridgesunderstrongearthquakes,especiallytheresponsesofbridgeswithhighpiersorlongspan.dynamiccharacteristicoflong—spanbridgeswithlongnaturalperiodisverycomplicated.Tostudythei

3、nfluencesofdurationofstrongearthquakesonstructurescanhelpUScomprehendtheresponsesofstructuresandimprovetheirseismiccapacity.Inthisthesis,takingQinghegouBridgeastheresearchobject,basedonthebasictheoryoftheseismicresponseanalysis,twomethodsincludingresponsespectrumandtime—historyanalysisofearthq

4、uakeareappliedtoacontinuoUSrigid.framedbridge.Themaincontentinthisthesisincludes:1.Establishingthreecalculationmodelsofthebridge;consideringtheinfluenceofthepile.soilinteractionanddifferentfoundation;analyzingthedynamiccharacteristicsofthethreemodelsrespectively.2.Theseismicresponseofthefourmo

5、delswereanalyzedbyresponsespectrumanddynamictime—historyanalysismethods.Bychangingthespeedoftheearthquakewave,thetraveling-waveeffectwereanalyzed.3.Analysethedifferenttypesofseismicwavesontheimpactoftime-historyanalysis,andpointedOUtthesolution.4.TheinfluencesoftheverticalseismiceffectwasdiscU

6、Ssed.Themainconclusionsfromaboveinclude:(1)Thepile—soilinteractionandthedeformationofthefoundationreducethenaturalfrequencyandincreasesthedisplacementresponseofthebridge.(2)Comparedwiththeresultsofseismicresponseobtainedbyresponsespectrum,theresultsobtainedbytime-historyanalysismethodincreases

7、ordecreases,weshouldadoptthelargerresultwhendesign.西南交通大學(xué)碩士研究生學(xué)位論文第1II頁(yè)(3)Theinternalforceandthedisplacementofthebridgeincreasesordecreaseswiththedifferenceofthespeedoftheearthquakewave,weshouldchoicethecorrespondingspeedoftheearthquake

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