簡介：中圖分類號U4425U4425密級公開公開UDC本校編號工程碩士學(xué)位論文論文題目鐵路鋼管混凝土格構(gòu)式高墩設(shè)計與分析研究生姓名劉彥明劉彥明學(xué)號G11135學(xué)校指導(dǎo)教師姓名陳興沖陳興沖職稱教授教授企業(yè)指導(dǎo)教師姓名吳少海吳少海職稱教授級高工教授級高工申請學(xué)位工程領(lǐng)域名稱建筑與土木工程建筑與土木工程論文提交日期201503201503論文答辯日期201506201506（在職工程碩士研究生）獨創(chuàng)性聲明本人聲明所呈交的學(xué)位論文是本人在導(dǎo)師指導(dǎo)下進行的研究工作和取得的研究成果，除了文中特別加以標(biāo)注和致謝之處外，論文中不包含其他人已經(jīng)發(fā)表或撰寫過的研究成果，也不包含獲得蘭州交通大學(xué)蘭州交通大學(xué)或其他教育機構(gòu)的學(xué)位或證書而使用過的材料。與我一同工作的同志對本研究所做的任何貢獻均已在論文中作了明確的說明并表示了謝意。學(xué)位論文作者簽名簽字日期年月日學(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蘭州交通大學(xué)蘭州交通大學(xué)有關(guān)保留、使用學(xué)位論文的規(guī)定。特授權(quán)蘭州交通大學(xué)蘭州交通大學(xué)可以將學(xué)位論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫進行檢索，并采用影印、縮印或掃描等復(fù)制手段保存、匯編以供查閱和借閱。同意學(xué)校向國家有關(guān)部門或機構(gòu)送交論文的復(fù)印件和磁盤。（保密的學(xué)位論文在解密后適用本授權(quán)說明）學(xué)位論文作者簽名導(dǎo)師簽名簽字日期年月日簽字日期年月日

簡介：在水平地震作用下小跨高比連梁因剪彎比較大易發(fā)生脆性剪切破壞普通配置箍筋連梁很難在較高剪壓比條件下實現(xiàn)高延性性能的抗震目標(biāo)。為此本課題研究組提出了在普通配箍筋基礎(chǔ)上雙向?qū)ΨQ增設(shè)對角斜筋和L形筋的復(fù)合斜筋方案小跨高比連梁多個試件的試驗結(jié)果表明該方案連梁在剪壓比高達(dá)025到03的條件下仍然具有不低于45和40的弦轉(zhuǎn)角延性。根據(jù)跨高比15現(xiàn)行混凝土結(jié)構(gòu)設(shè)計規(guī)范GB500102010中跨高比15LH≤25復(fù)合配筋連梁設(shè)計條文建立基于有限數(shù)量的試件試驗結(jié)果。本論文采用經(jīng)驗證合理的超靜定拉壓桿模型程序LLN對一系列設(shè)置不同剪壓比和各類配筋等參數(shù)的跨高比范圍為15LH≤25的復(fù)合斜筋連梁的算例進行計算分析結(jié)合試驗和分析結(jié)果重新統(tǒng)計了偏下限的抗剪承載力設(shè)計公式并提出了抗震抗剪構(gòu)造措施建議以便能對該跨高比連梁的精細(xì)化設(shè)計提供依據(jù)。

簡介：國內(nèi)圖書分類號U2131國際圖書分類號西南交通大學(xué)研究生學(xué)位論文密級公開云桂鐵路白臘寨站高邊坡穩(wěn)定性分析與設(shè)計年姓專2016年5月西南交通大學(xué)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)西南交通大學(xué)可以將本論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫進行檢索，可以采用影印、縮印或掃描等復(fù)印手段保存和匯編本學(xué)位論文。本學(xué)位論文屬于1保密口，在年解密后適用本授權(quán)書；2不保密彩使用本授權(quán)書。請在以上方框內(nèi)打“寸’一虢佝簾窀日期ⅫF莎。、、化指導(dǎo)老師簽名膨確日期勱，么7，止、功

簡介：河海大學(xué)碩士學(xué)位論文高樁碼頭設(shè)計與施工中若干問題的探討姓名沈迪州申請學(xué)位級別碩士專業(yè)建筑與土木工程指導(dǎo)教師魯子愛盧永昌20070501ABSTRACTDIFFERENTWHARFSHAVETHEIROWNFUNCTIONSDESIGNLOADGEOLOGICALCONDITIONCONSTRUCTIONCONDITIONANDSI飄KTLJ糟CHARACTERISTICSHOWTOSYNTHESIZETHECHARACTERISTICSABOVETODESIGNAMELIORATEANDOPTIMIZEAWHARFISANIMPORTANTPROBLEMWORTHTOSTUDYOILSEVERALENGINEERINGEXAMPLESALEUSEDINTHISARTICLESMLCTUREDESIGNCHARACTERISTICSANDAPPLICATIONCONDITIONSOFLARGEDIAMETERCONCRETECYLINDERPILEARESTUDIEDASWELLASTHELOADCASEOFVESSELIMPACTTHEEFFECTOFFORCETRANSMITSINTHESTRUCTO商JOINTGROOVEANDTHETOADOFSIMPLYSUPPORTEDPLATEFRICTIONPININGMETHODSANDREINFORCEMEASURES娜PUTUPINL甜GEDIAMETERCONCRETECYLINDERPILEWITHHI出ENELGYHAMMERONCOMPLEXCONDITIONCOMBINEDTOENGINEERINGEXAMPLESMETHODSONSUUCTURALOPTIMIZATIONALEDONEWHENTHEREISBADWEATHERANDITISHARDTOPILINGANDORIENTINGPLATFORMSTHESEMETHODSCARLEFFECTIVELYDECREASETHECOSTOFPROJECTSHORTENCONSTRUCTIONPERIODANDRAISESTRUCTURALSAFETYANALYSISONSTRUCTURECHARACTERISTICSANDADJUSTABILITYOFPIERSTRUCTMMSCHEMEOFLEGBEAMSLAPWHA／FOLLSLOPEROCKSURFACEWILLBEREFERENCETOSINMARPROJECTSKEYWORDSHIGHPILEWHARFPILEFOUNDATIONDESIGNCONSTRUCTION；DISCUSSION

簡介：劣寶京交博士學(xué)位論文高鐵客運樞紐交通流線設(shè)計理論與方法研究THEORYANDMETHODSTUDYONTRAFFICFLOWPATHDESIGNOFHIGHSPEEDRAILWAYPASSENGERTRANSPORTHUB作者夏勝利導(dǎo)師楊浩教授北京交通大學(xué)2016年6月學(xué)校代碼10004北京交通大學(xué)博士學(xué)位論文高鐵客運樞紐交通流線設(shè)計理論與方法研究密級公開THEORYANDMETHODSTUDYONTRAFFICFLOWPATHDESIGNOFHIGHSPEEDRAILWAYPASSENGERTRANSPORTHUB作者姓名夏勝利導(dǎo)師姓名楊浩學(xué)位類別工學(xué)學(xué)號05114168職稱教授學(xué)位級別博士學(xué)科專業(yè)交通運輸規(guī)劃與管理研究方向交通樞紐規(guī)劃與設(shè)計北京交通大學(xué)2016年6月

簡介：長沙理工大學(xué)碩士學(xué)位論文連續(xù)剛構(gòu)及高墩曲線連續(xù)剛構(gòu)設(shè)計姓名趙金和申請學(xué)位級別碩士專業(yè)建筑與土木工程指導(dǎo)教師田仲初張貴明20080401ABSTRACTTHEPAPERISANINVESTIGATIONOFTHECONTINUOUSRIGIDFRAMEBRIDGEESPECIALLYOFTHECURVEDWITHHIGHPIERS．BYOWNEXPERIENCEOFTHEDESIGNOFELIPOBRIDGE50M100M50MTHREESPANPRESTRESSEDCONCRETERIGIDFRAMEBRIDGEOFTHEHIGHWAYBETWEENJISHOTLANDCHADONGANDSYSTEMATICSTUDYOFTHETHEBRIDGETHEORIESANDDESIGNS，THEAUTHORSTUDIEDTHETOPICSASFOLLOWS．1CONCLUDETHECONSTRUCTIONTECHNICSOFCONSTRUCTIONCANTILEVERBEAMANDTHEAPPEARANCEANDDEVELOPOFCONTINUOUSRIGIDFRAMEBRIDGE，THENSUMMARIZETHECHARACTERSANDAPPLICATIONCURRENTSITUATIONOFCONTINUOUSRIGIDFRAMEBRIDGE．2COMPETEDTHECHARACTERISTICSOFLONGSPANGIRDERBRIDGES，THENCONCLUDEDTHECOMMONPRINCIPLEOFDESIGNGIRDERBRIDGES．3BYTOTALINVESTIGATINGTHEANALYSISTHEORYOFCONTINUOUSRIGIDFRAMEBRIDGE，VARIOUSKINDSOFANALYSISMETHODANDPROCEDUREOFCONTINUOUSRIGIDFRAMEBRIDGESWASCONCLUDED．4OPTIMIZATIONDESIGNINGTHELONGITUDINALPRESTRESSEDREINFORCEMENTOFTHESUPERSTRUCTUREOFTHERIGIDFRAMEBRIDGE，ANDINVESTIGATETHETHEORYOFDEPLOYINGPRESTRESSEDTENSION．5SPECIALIZEDTHEPROBLEMSOFRIGIDFRAMEBRIDGEWITHHIGHPIERS，INCLUDETHESTABILITYOFHIGHPIERS，THECARRYINGCAPACITYUNDERCALMWIND，THECONTROLOFCRACKSANDTHECARRYINGCAPACITYOFGROUPOFPILESFOUNDATIONANDSOON．6INVESTIGATETHEANALYSISTHEORYOFCONTINUOUSRIGIDFRAMEBRIDGEWITHCURVEDBEAM，ANDCOMBINEDWITHDESIGN，PRELIMINARYCONCLUDEDTHEPRACTICALDESIGNMETHODSCONTINUOUSRIGIDFRAMEBRIDGEWITHHIGHPIERSANDCURVEDBEAM．KEYWORDSCURVECONTINUOUSRIGIDFRAMEBRIDGE，GRILLAGEMETHOD，PRESTRESSOPTIMIZATIONDESIGN，HIGHPIER,PRACTICALDESIGNMETHODIL

簡介：學(xué)校代碼10289分類號TP273密級公開學(xué)號092030041江蘇科技大學(xué)江蘇科技大學(xué)碩士學(xué)位論文城際高鐵剎車試驗系統(tǒng)制動控制單元城際高鐵剎車試驗系統(tǒng)制動控制單元設(shè)計與研究設(shè)計與研究研究生姓名王劉柱導(dǎo)師姓名王直申請學(xué)位類別工學(xué)碩士學(xué)位授予單位江蘇科技大學(xué)學(xué)科專業(yè)信號與信息處理論文提交日期2011年12月30日研究方向信息處理理論與技術(shù)論文答辯日期2012年03月17日答辯委員會主席評閱人2012年3月15日城際高鐵剎車試驗系統(tǒng)制動控制單元設(shè)計與研究王劉柱江蘇科技大學(xué)分類號TP273密級公開學(xué)號092030041工學(xué)碩士學(xué)位論文城際高鐵剎車試驗系統(tǒng)制動控制城際高鐵剎車試驗系統(tǒng)制動控制單元設(shè)計與研究單元設(shè)計與研究學(xué)生姓名王劉柱指導(dǎo)教師王直教授江蘇科技大學(xué)二O一二年三月

簡介：分類號TB3107100721393漾步太海碩士學(xué)位論文基于抗車轍的高模量瀝青混凝土級配設(shè)計及路用性能研究導(dǎo)師姓名職稱申請學(xué)位級別論文提交日期學(xué)位授予單位張業(yè)茂鄭木蓮教授答辯委員會主席學(xué)位論文評閱人張爭奇教授彌海晨高工陳華鑫副教授GRADATIONDESIGNANDPERFORMANCEFORHIGHMODULUSASPHALTCONCRETEBASEDONRUTTINGRESISTANCEADISSERTATIONSUBMIREDFORTHEDEGREEOFMASTERCANDIDATEZHANGYEMAOSUPERVISORPROFZHENGMULIANCHANG’ANUNIVERSITYXI’AN，CHINA

簡介：隨著經(jīng)濟的快速發(fā)展，我國正在大規(guī)模建設(shè)高速鐵路客運專線。由于高速鐵路列車運行速度快，對線路平順性要求高，大大提高了對測量精度的要求。為保證測量精度的要求對高速鐵路線下任意點的核檢是非常必要的。傳統(tǒng)的核檢方式通常是在室內(nèi)根據(jù)設(shè)計圖紙?zhí)崆坝嬎阈韬藱z項目的理論值，然后在現(xiàn)場對實物進行測量，并計算出差值，看誤差是否在規(guī)范允許范圍內(nèi)。這種核檢方式需要測量完后計算，以致不能實時出現(xiàn)結(jié)果。盡管隨著技術(shù)的發(fā)展，軌道核檢開始采用“軌道測量儀”和測量儀器相結(jié)合的方式實現(xiàn)數(shù)據(jù)隨機、動態(tài)采集和傳輸，可以實時檢測線上軌道任何部分幾何狀態(tài)，而對線下結(jié)構(gòu)部分，如路基、橋梁、隧道幾何位置的核檢，由于空間位置的特殊性，儀器難以實現(xiàn)。另外，儀器輸出的結(jié)果大部分是以文本字符方式輸出，缺乏直觀的可視化圖形界面。論文在以開發(fā)高鐵線下任意點三維動態(tài)可視化實時核檢系統(tǒng)為課題背景下，完成了系統(tǒng)開發(fā)的前提和基礎(chǔ)部分，即設(shè)計數(shù)據(jù)導(dǎo)入時的圖形重生成。首先，對高速鐵路相關(guān)規(guī)范及測量技術(shù)進行研究，明確了高鐵平面軌道線的基本線形組成及平面線形控制的主要參數(shù)及標(biāo)準(zhǔn)。其次，詳細(xì)分析了設(shè)計數(shù)據(jù)的數(shù)據(jù)格式，對設(shè)計數(shù)據(jù)進行了預(yù)處理，給出了便于計算機重生成時的格式。再次，對VTK技術(shù)框架進行研究，給出了用于高鐵軌道線下任意點核檢時具體的直線線形、圓曲線線形及緩和曲線線形VTK模型。最后，在VS2010平臺，編寫測試程序，通過導(dǎo)入實際在建項目設(shè)計數(shù)據(jù)，對所建VTK模型進行驗證，圖形重生成的結(jié)果和設(shè)計單位設(shè)計圖平面線形部分完全吻合。

簡介：碩士學(xué)位論文碩士學(xué)位論文高墩大跨連續(xù)剛構(gòu)橋抗震設(shè)計研究STUDYONANTISEISMICDESIGNOFHIGHPIERLONGSPANCONTINUOUSRIGIDFRAMEBRIDGE饒建雄饒建雄哈爾濱工業(yè)大學(xué)哈爾濱工業(yè)大學(xué)2015年6月CLASSIFIEDINDEXU4451UDC624DISSERTATIONFTHEMASTER’SDEGREEINENGINEERINGSTUDYONANTISEISMICDESIGNOFHIGHPIERLONGSPANCONTINUOUSRIGIDFRAMEBRIDGECIDATERAOJIANXIONGSUPERVISASSOCIATEPROFZHANGLIANZHENACADEMICDEGREEAPPLIEDFMASTEROFENGINEERINGSPECIALITYBRIDGETUNNELENGINEERINGAFFILIATIONSCHOOLOFTRANSPTATIONSCIENCEENGINEERINGDATEOFDEFENCEJUNE2015DEGREECONFERRINGINSTITUTIONHARBININSTITUTEOFTECHNOLOGY

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