簡介：博士學(xué)位論文博士學(xué)位論文高層鋼筋混凝土框架核心筒結(jié)構(gòu)震后損傷評估方法研究RESEARCHONSEISMICDAMAGEASSESSMENTMETHODOFHIGHRISERCFRAMECEWALLSTRUCTURE何春凱何春凱哈爾濱工業(yè)大學(xué)哈爾濱工業(yè)大學(xué)2012年3月CLASSIFIEDINDEXUDCDISSERTATIONFTHEDOCTALDEGREEINENGINEERINGRESEARCHONSEISMICDAMAGEASSESSMENTMETHODOFHIGHRISERCFRAMECEWALLSTRUCTURECIDATEHECHUNKAISUPERVISPROFTENGJUNACADEMICDEGREEAPPLIEDFDOCTOFENGINEERINGSPECIALITYSTRUCTURALENGINEERINGAFFILIATIONSHENZHENGRADUATESCHOOLDATEOFDEFENCEMARCH2012DEGREECONFERRINGINSTITUTIONHARBININSTITUTEOFTECHNOLOGY

簡介：國內(nèi)圖書分類號衛(wèi)絲幽國際圖書分類號碩士學(xué)位論文鋼管混凝土柱布置對鋼框架結(jié)構(gòu)抗震性能的影響碩士研究生曇塵良導(dǎo)師姓名揚(yáng)睦明塾撞申請學(xué)位級別王堂亟學(xué)科、專業(yè)繾掏王猩所在單位丕王猩堂醫(yī)答辯日期2Q生12且學(xué)位授予單位壹鴦理王太堂碩士學(xué)位論文鋼管混凝土柱布置對鋼框架結(jié)構(gòu)抗震性能的影響學(xué)位論文答辯日期坐豎壘指導(dǎo)教師簽字絲幽答辯委員會成員簽字生髻翌一嬲童杰刮塑絲面查乏

簡介：天津大學(xué)碩士學(xué)位論文鋼筋混凝土框架頂鋼結(jié)構(gòu)加層抗震分析姓名田慧申請學(xué)位級別碩士專業(yè)船舶與海洋結(jié)構(gòu)物設(shè)計(jì)制造指導(dǎo)教師王依群20070501ABSTRACTINRECENTYEARS，THECITYBUILDINGCOSTISBECOMINGMOREANDMORENERVOUSDUETOTHERAPIDDEVELOPMENTOFTHECITYINDUSTRIALIZATIONANDCOMMERCIALIZATIONMANYORIGINALBUILDINGSNEEDTHEFURTHEREXTENSIONOFUTILIZATIONAREAINORDERTOSATISFYTHENEWDEMANDINTHISCASE，ADDINGSTORIESONTHEORIGINALBUILDINGBECOMESAGOODMETHODTOENLARGETHEAREAANDADDINGSTEELSTORIESISTHEPOPULARFORMINREINFORCINGANDREBUILDINGTHEBUILDINGSATTHEPRESENTTIMEASMOSTOFTHEORIGINALBUILDINGSAREBRICKINGUPSTRUCTUREORTHEREINFORCEDCONCRETEFRAMESTRUCTURE，THECOMBINEDSTRUCTURESBELONGTOTHEHYBRIDCONSTRUCTIONTHISHYBRIDCONSTRUCTIONISCOMPOSEDBYTWOKINDSOFMATERIALSWITHDIFFERENTDAMPINGRATIO，SOITISNONCLASSICALLYDAMPINGSTRUCTURALSYSTEMFORADDINGSTOREYSTRUCTURES，YOUSHOULDNOTONLYTOCALCULATETHEADDINGSTOREYPARTBUTALSOTOMAKETHEGLOBALANALYSISOFTHESTRUCTUREAFTERADDINGSTORIES，THEDYNAMICPROPERTIESOFTHEOVERALLSTRUCTUREVARYFROMTHEORIGINALSTRUCTUREOURCOUNTRYWHICHISACOUNTRYWITHFREQUENTEARTHQUAKES，THESEISMICPERFORMANCERESEARCHOFADDINGSTOREYSTRUCTURESCAN’TBENEGLECTEDPARTICULARLYINTHISPAPERTHESTRUCTUREOFTWOSTOREYSTEELFRAMESADDINGONTHETOPOFORIGINALCONCRETEFRAMEISSELECTEDINTHEDIRECTELASTICDYNAMICTIMEHISTORYANALYSISWHICHTHENONCLASSICALLYDAMPINGISCONSIDEREDBYSOFTWARENDAS2DONBASEOFTHEANALYSIS，THESEISMICPERFORMANCEINFLUENCESTOTHEINTEGRALFRAMEARECOMPAREDBYCHANGINGTHEDAMPINGRATIOANDSTIFFNESSTHERESULMINDICATETHATTHEREISARATHERLARGEWHIPLASHEFFECTONTHESTEELFRAMEONTOPOFCONCRETEFRAMETHEWHIPLASHEFFECTISCAUSEDBYTHESUDDENDECREASEOFTHESTIFFNESSANDDAMPING，WECAN’TCALCULATETHEDISPLACEMENTANDINTERNALFORCEOFTHESTRUCTUREEXACTLYIFWENEGLECTOFEITHEROFTHEREASONS，ANDITWILLBRINGINCIPIENTFAULTTOTHEDESIGNSOINTHESTRUCTUREDESIGN，WESHOULDNOTONLYCONSIDERTHEINFLUENCEOFTHESTIFFNESSBUTCONSIDERTHEINFLUENCEOFTHEDAMPINGTHERESULTSALSOINDICATETHATIFTHEREDUCEDDAMPINGMETHODWHICHHASNOTCONSIDEREDTHESUDDENDECREASEOFDAMPINGRATIOOFTHESTEELFRAMEISUSEDTODESIGN，ITWILLBRINGUNSAFERESULTSCOMPARETHERESULTSOFINTERNALFORCEANDDISPLACEMENTWHICHARECALCULATEDBYTHENONCLASSICALLYMODALSUPERPOSITIONMETHODWITHTHERESULTSARECALCULATEDBYTHEDIRECTINTEGRATIONMETHODANDYOUWILLSEETHATTHENONCLASSICALLYMODALSUPERPOSITIONMETHODCANRAISETHEEFFICIENCYATLAST，SOME

簡介：同濟(jì)大學(xué)博士學(xué)位論文鋼筋混凝土框架結(jié)構(gòu)非線性反應(yīng)的隨機(jī)模擬分析姓名丁光瑩申請學(xué)位級別博士專業(yè)結(jié)構(gòu)工程指導(dǎo)教師李杰200161ABSTRACTINORDERTOINVESTIGATETHEDIVARICATIONANDCHAOSPROPERTIESINNONLINEARSTAGEOFCOMPLEXSTRUCTURESDEEPLYANDREASONABLYTHEMECHANISMANDESSENCEOFTHESTRUCTUREMECHANICSPERFORMANCEMUSTBEANALYZEDFORREINFOREEDCONCRETESTRUCTURES，SYSTEMRANDOMPARAMETERSWILLBRINGABOUTTHEGREATINFLUENCEONNONLINEARPERFORMANCETHEREFORE。THENONLINEARANALYSISOFTHERCSTRUCTUREFROMTHEVIEWOFSTOCHASTICSTRUCTURESSHOULDBESTUDIEDONTHISBACKGROUND，THENONLINEARSTATICSIMULATIONARITHMETICOFSTOCHASTICSTRUCTURESISBROUGHTFORWARDONTHEBASISOFEXPERIMENTATIONSTUDYANDANALYSISTHEDUPLICATESTOCHASTICSIMULATIONMETHODISPUTFORWARDTHENONLINEAREARTHQUAKERESPONSESIMULATIONOFSTOCHASTICSTRUCTUREISESTABLISHEDTHESTOCHASTICSTRUCTURALPUSHOVERSIMULATIONANALYSISMETHODISPUTFORWARDKINDSOFENVIRONMENTALVARIABLESINDIIRERENTSIMULATIONARITHMETICMENTIONEDABOVEAREDEEPLYANALYZEDANDSTUDIEDMAINRESEARCHRESULTSOFTHEPAPERSHOWTHATWHENPRELIMINARYELASTICMODULUSPEAKVALUESTRESSANDSTRAININCONSTITUTIONALHYSTERESISRELATIONARECONSIDEREDASRANDOMPARAMETERS，THEMECHANICPERFORMANCEOFSTRUCTUREBEHAVESGREATDECENTRALIZATIONANDWHAT’SMORETHEINFLUENCEOFTHREEKINDSOFRANDOMPARAMETERSONNONLINEARPERFORMANCEOFSTRUCTUREISQUITEDIFIERENTASRESULTSOFTHEGREATLYRANDOMFIRSTPLASTICHINGEANDORDINALHINGES，THEMACROSCOPICALDAMAGEEVOLUTIONMANIFESTSSTRONGRANDOMICITYALSO，UNDERTHEDIFFERENTPARAMETERVARIATION，THEMEANANDMEANSQUAREDEVIATIONOFKINDSOFPERFORMANCEINDEXEXHIBITQUITEGJREATDI仃ERENCE，AND，INSOMESPECIALTIME，THEMEANISMUCHLARGERTHANMEANSQUAREDEVIATIONWITHCONTINUESIOADINCREMENTINPUSHOVERNONLINEARSIMULATIONANALYSISOFSTOCHASTICSTRUCTURE，SOMEMECHANICINDEXBEHAVESMOREANDMOREOBVIOUSDISCRETECHARACTERANDTHERESPONSEOFSYSTEMMEANVALUEISOBVIOUSLYLARGERTHANTHATOFMEANVALUEPARAMETERSYSTEMLASTTHEJIKELYDESTROYMECHANISMOFTHERCSTRUCTURESSHOWSTHECERTAINPROBABILITYDISTRIBUTINGTHEABOVERESEARCHRESULTSWILLHELPUSTOKNOWANDREFLECTACTUALMECHANICPERFORMANCECONDITIONOFENGINEERINGSTRUCTUREANDTHEREFOREBRINGABOUTGREATPROMOTIONINSTRUCTUREDESIGN，RELIABILITYEVALUATION，STRUCTURECONTROLANDSOONKEYWORDSCONSTITUTIVERELATION，STOCHASTICSTRUCTURES，F(xiàn)RAMESTRUCTURES，RANDOMSIMULATION，DUPLICATESTOCHASTICSIMULATIONMETHOD，PUSHOVERMETHOD，DYNAMICANALYSIS，THELIKELYDESTROYMECHANISM

簡介：學(xué)校代號學(xué)號密級10532S130110026公開湖南大學(xué)碩士學(xué)位論文非飽和砂土動力特性與樁一土一框架結(jié)構(gòu)抗震性能研究堂僮由遣厶絲名奎建塞昱垣絲名盈驅(qū)整；王瀣丕副煎援墻差篁僮；盔工程堂瞳童些名整；結(jié)撿工程迨窒提童旦甥；至Q魚生旦12目迨文筌避旦翅；2Q魚生主旦2Q旦筌避委員金圭度；奎正盔教援湖南大學(xué)學(xué)位論文原創(chuàng)性聲明本人鄭重聲明所呈交的論文是本人在導(dǎo)師的指導(dǎo)下獨(dú)立進(jìn)行研究所取得的研究成果。除了文中特別加以標(biāo)注引用的內(nèi)容外，論文中不包含任何其他人個(gè)人或集體已經(jīng)發(fā)表或撰寫的成果作品。對本文的研究做出重要貢獻(xiàn)的個(gè)人和集體，均已在文中以明確方式標(biāo)明。本人完全意識到本聲明的法律后果由本人承擔(dān)。作者簽名乃碴丑日期≯瞬多月J多日學(xué)位論文版權(quán)使用授權(quán)書本學(xué)位論文作者完全了解學(xué)校有關(guān)保留、使用學(xué)位論文的規(guī)定，同意學(xué)校保留并向國家有關(guān)部門或機(jī)構(gòu)送交論文的復(fù)印件和電子版，允許論文被查閱和借閱。本人授權(quán)湖南大學(xué)可以將本學(xué)位論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編本學(xué)位論文。本學(xué)位論文屬于作者簽名導(dǎo)師簽名L、保密口，在年解密后適用本授權(quán)書。2、不保密一。請?jiān)谝陨舷鄳?yīng)方框內(nèi)打“√”力硅主日期砂彩年‘月D日日期加，移年占月L；日

簡介：浙江大學(xué)碩士學(xué)位論文鋼筋混凝土框架結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)研究姓名張程申請學(xué)位級別碩士專業(yè)結(jié)構(gòu)工程指導(dǎo)教師張愛暉20060501ABSTRACTTHCPERFORNLALLCEBASEDSEISMICDESIGNTHEORYISANEWCONCEPTINTHECIVILENGINCERING6ELDSINCE1990’SMUCH甜ENTIONHASBEENPAIDTOSTUDYITAILDMUCHRESEARCHHASBEENDONEDIRECTDISPLACEMENTBASEDSEISMICDESIGNISONEOFTHEMETHODSOFTHEPERFOMLALLCEBASEDSEISMICDES嚕NT11EO阱THEREARCTWOST印STODES培NASTMCTUREACCORDINGTOTHESEISMICCODE，DESIGNT11ESTMCTUREACCORDINGTOTLLEBE撕NGC印ACITYATFIRST，THENCHECKTHEDEFBNNATIONOFTLLEDESIGNEDSTMCTUREHOWEVER，INTLLEDIRECTDISPLACEMEMBASEDSEISMICDESIGN，TLLE擊SPLACEMEMISTHECONTROLLINGPARALNETERAILDITCALLCONTROLTLLEACTIONOFTLLESTNLCTLLREUNDERTHEEANHQUAKEACTIONTHISP印ERRECALLEDT11EDEVELOPMEMPROCESSOFSTMCTLLRESEISMICDESIGNT11EORY，INTMDUCEDT圭LECOILCEPTANDDESIGNSTEPSOFDISPLACEMEMBASEDSEI鋤ICDESIGNATFIRSTANDT11EN，T11EMEMODDIRCCTDISPLACEMENTBASEDSEISMICDESIGNWASUSEDFORAREINFORCEDCONCRETEFAMEDESIGNAILDWASCOMPAREDWITHTHEFORCE_BASEDPROCEDUREONTHEDEFBNN砒IONAILDTHERATIONOFREINFORCEMEMACCORDINGTOTHESEISMICCODE，THEDISPLACEMEMMODELWASDE山LCEDANDTHEINNUENCEOFDISPLACEMENTMODELONDIRECTDISPLACEMENTBASEDSEISMICDESIGNWASALSOSTUDIEDFROMT11EDESIGNEXAMPLEWEKNEWTLLATTHESTN】CTUREDESIGNEDWITLLDIRECTDISPLACEMENT山ASEDSEISMICDESIGNCANCONTROLTHEDISPLACEMENTBENERTLLAILTHES伽】CTUREDESIGNEDACCORDINGTOTHESEISMICDESIGNCODEBECAUSEDISPLACEMENTORDEFOMLATIONCANRENECTTHEPERFOⅡNANCEOF也ESTMCTUREBETTERTHANTHATOFSTI_EN舒HORC印ACITYHOWEVER，MOREREINFORCINGBARSWERCUSEDINTHESTIUCTLLREDESIGNED訕TLLDIRECTDISPLACEMENTBASEDSEISMICDESIGNANDSOMETIMESTHESECTIONSSHOULDBEINCREASEDWHCNTLLESHOCKGRADEISINCREASEDFROMTHEA11ALYSISTHMU曲DI仃ERENTDISPLACEMENTMODELWEKNEWTLLATDIⅡBREMDISPLACEMENTMODELDIRECTLYINFLUENCEDMEOUTCOMEOFACALCULATIONBASEDONDIRECTDISPLACEMEMBASEDSEISMICDESIGNANDWESHOULDDOMORERESEARCHONMEDISPLACEMENTMODELOFTLLESTNJCTUREKEYWORDSPERFOⅡNAILCEBASEDSEISMICDESIGN，DIRECTDISPLACEMENTBASEDSEISMICDESIGN，REILLFORCEDCONCRETEFI鋤E，STRILCTURESEISMICDESIGNTHEO吼DISPLACEMENTNLODEL皇■■■■■■■■■■■■■■■■■■■■■■|■■■■|■■■曼■■量量置曼曼皇皇皇曾皇曼皇皇曼張程鋼筋混凝土框架結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)研究IL

簡介：分類號密級UDC學(xué)號碩士學(xué)位論文2015年1月6日鋼梁鋼梁混凝土柱框架結(jié)構(gòu)混凝土柱框架結(jié)構(gòu)PUSHOVERPUSHOVER分析分析PUSHOVERANALYSISONSTEELBEAMREINFCEDCONCRETECOLUMNFRAMESTRUCTURES作者姓名何芮學(xué)科、專業(yè)建筑與土木工程指導(dǎo)教師汪小平副教授研究方向鋼混凝土組合結(jié)構(gòu)李桅講師學(xué)位類別全日制專業(yè)碩士江西理工大學(xué)碩士學(xué)位論文摘要I摘要鋼梁混凝土柱（RCS）框架結(jié)構(gòu)由鋼筋混凝土柱和鋼梁組成，是一種性能優(yōu)越的組合結(jié)構(gòu)形式。這種框架結(jié)構(gòu)以其建筑適用性高、施工速度快、工程造價(jià)低、力學(xué)性能好等優(yōu)點(diǎn)，在土木工程領(lǐng)域得到了迅速的發(fā)展和廣泛的應(yīng)用。但是，我國對RCS框架結(jié)構(gòu)還沒有編制出完善的設(shè)計(jì)和施工等方面的規(guī)范，有關(guān)整體框架結(jié)構(gòu)的抗震性能研究仍需要進(jìn)一步加強(qiáng)。本文闡述了靜力分析法、反應(yīng)譜分析法、時(shí)程分析法和靜力彈塑性分析法等抗震研究方法，簡要陳述了有限元法的概念、有限元理論的發(fā)展過程和目前常用的一些有限元軟件，總結(jié)了有限元分析的關(guān)鍵步驟。利用有限元軟件ETABS，對三組不同層數(shù)的空間RCS框架結(jié)構(gòu)和RC框架結(jié)構(gòu)建立模型，并做了模態(tài)分析、多遇地震下的PUSHOVER分析和罕遇地震下的PUSHOVER分析，對比研究了RCS框架結(jié)構(gòu)和RC框架結(jié)構(gòu)在變形、延性和剛度等方面的性能。建立了RCS框架平面模型，與空間RCS框架進(jìn)行對比，分析了樓板空間組合作用對自振周期、地震剪力、結(jié)構(gòu)側(cè)移、層間位移、結(jié)構(gòu)內(nèi)力和側(cè)向剛度等的影響。得到的結(jié)論主要包括（1）RCS框架結(jié)構(gòu)在梁高降低30的情況下，比RC框架結(jié)構(gòu)的極限水平承載力提高了近一倍，能夠抵抗更強(qiáng)的地震作用；（2）RCS框架結(jié)構(gòu)比RC框架結(jié)構(gòu)具有更好的延性和抵抗變形的能力，安全性能更高，特別適合應(yīng)用在中高層建筑結(jié)構(gòu)中；（3）忽略樓板空間組合作用時(shí)，得到的框架所受到的地震作用和梁所承擔(dān)的剪力與彎矩均偏小23，會使結(jié)構(gòu)的設(shè)計(jì)偏于保守；（4）忽略樓板空間組合作用時(shí)，框架的側(cè)移和層間位移均偏大，側(cè)向剛度偏小，會使結(jié)構(gòu)的設(shè)計(jì)偏向于不經(jīng)濟(jì)。關(guān)鍵詞關(guān)鍵詞RCS框架結(jié)構(gòu)；RC框架結(jié)構(gòu)；PUSHOVER分析；樓板；空間組合作用基金項(xiàng)目基金項(xiàng)目國家自然科學(xué)基金項(xiàng)目資助（51308419）；浙江省自然科學(xué)基金項(xiàng)目資助（LQ13E080005）

簡介：研究方向結(jié)撿動力分逝叢工猩結(jié)塑揎震2011年5月學(xué)位論文作者簽字的地方外，論文中不包含簽字日期伽11年籮月午日學(xué)位論文版權(quán)使用授權(quán)書本學(xué)位論文作者完全了解金壁王些太堂有關(guān)保留、使用學(xué)位論文的規(guī)定，有權(quán)保留并向國家有關(guān)部門或機(jī)構(gòu)送交論文的復(fù)印件和磁盤，允許論文被查閱或借閱。本人授權(quán)金E里三些太堂可以將學(xué)位論文的全部或部分論文內(nèi)容編入有關(guān)數(shù)據(jù)庫進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存、匯編學(xué)位論文。保密的學(xué)位論文在解密后適用本授權(quán)書學(xué)位論文者簽名趙島導(dǎo)師簽名葉影’圈簽字日期知11年歲月L卜日簽字日期砂／／年夕月午日學(xué)位論文作者畢業(yè)后去向工作單位委／鍛晦建槲茂強(qiáng)闊通訊地址電話刪一，胛％1。F郵編

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