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簡介：國內(nèi)圖書分類號國際圖書分類號TU7461碩士學位論文基于多遇地震損傷的混凝土框架結構抗火性能試驗研究碩士研究生導師姓名申請學位級別學科、專業(yè)所在單位答辯日期學位授予單位CLASSIFIEDINDEX工墮Z壘魚UDCDISSERTATIONFBRTHEMASTERDEGREEINENGINEERING盛㈣刪凜船髓黜困潞鬻盛嘴掣矗懿鼢一黜釅FRAMEWITHDAMAGECAUSEDBYFREOUENTEARTHQUAKECANDIDATESUPEI吖ISORLIUCAIWEIASSOCIATEPROFESSORMIAO心UNACADEMICDEGREEAPPIIEDFBRMASTEROFENGINEERINGSPECIAL夠STNLCTURALENGINE耐NGDATEOFORALEXAMINATIONJUNE201OUNIVERSI時QINGDAOTECLUL0109ICALUNIVERSITYⅧ9舢胛0Ⅲ3㈣0M8㈨川舢Y

簡介：分類號密級UDC學號406006811037南昌大學碩士研究生學位論文基于三維虛擬層合單元理論的基于三維虛擬層合單元理論的RC框架結構框架結構連續(xù)性連續(xù)性倒塌倒塌仿真研究仿真研究SIMULATIONSTUDYOFRCFRAMESTRUCTUREPROGRESSIVECOLLAPSEBASEDONDEGENERATEDTHREEDIMENSIONSOLIDVIRTUALLAMINATEDELEMENTTHEY魏巍培養(yǎng)單位（院、系）建筑工程學院指導教師姓名、職稱賈益綱教授指導教師姓名、職稱吳光宇副教授申請學位的學科門類工學學科專業(yè)名稱結構工程論文答辯日期2014年5月日答辯委員會主席評閱人年月日摘要I摘要本文基于三維實體退化虛擬層合單元理論，探索了一種能夠應用于鋼筋混凝土框架結構體系的三維仿真分析的有限元方法；并將該基于三維實體退化性能層合單元理論的空間非線性有限元分析程序，運用于框架結構連續(xù)性倒塌的仿真分析中，獲得了一些有參考價值的結論。主要研究內(nèi)容如下（1）探討了以三維實體退化虛擬層合單元理論為基礎的三維仿真非線性有限元分析程序在鋼筋混凝土框架結構的極限承載力分析過程中的合理性及適用性。（2）采用三維實體退化虛擬層合單元理論的三維仿真非線性有限元分析程序成功實現(xiàn)鋼筋混凝土框架結構的三維空間受力和彈塑性變形的全過程分析，并獲得鋼筋混凝土框架結構的空間破壞形態(tài)特征。這為后續(xù)的鋼筋混凝土框架結構體系連續(xù)性倒塌分析打下了基礎。（3）基于上述分析方法，結合拆除構件法，即分別移除角柱、邊柱、中柱、樓板，對一層、二層鋼筋混凝土框架結構的連續(xù)性倒塌破壞過程進行了仿真分析，并針對框架結構的極限承載力變化情況及破壞機理進行了研究。研究算例表明，移除中柱對框架結構的極限承載力的影響最大的，邊柱次之，角柱和樓板則影響居末。（4）針對目前鋼筋混凝土框架結構連續(xù)性倒塌事仿真研究中，采用傳統(tǒng)有限元分析軟件模擬混凝土樓板作用及其鋼筋有較大困難，本文采用三維實體退化虛擬層合單元理論的三維仿真非線性有限元分析程序，通過對框架柱、梁、樓板及其鋼筋的三維精細化模擬，重點探討了梁板結構對鋼筋混凝土框架結構在連續(xù)性倒塌情況下的影響，即有針對性的建立了框架柱具有足夠的承載能力、框架結構整體失效表現(xiàn)為梁板結構失效的分析模型，分別考慮板厚，板底配筋率，板面配筋率的不同，探討了其對鋼筋混凝土框架結構連續(xù)性倒塌的影響。關鍵詞關鍵詞鋼筋混凝土框架結構；三維實體退化虛擬層合單元理論；非線性；極限承載力；連續(xù)性倒塌

簡介：分類號TU375密級公開單位代碼10878學號20113301031碩士專業(yè)學位論文碩士專業(yè)學位論文（全日制）（全日制）論文題目目基于SAP2000對混凝土框架結構彈塑性抗震性能分析專業(yè)學位類別專業(yè)學位類別工程碩士專業(yè)學位領域?qū)I(yè)學位領域建筑與土木工程研究方向向工程結構抗震理論及應用作者姓名名劉金林導師姓名名張紅亞教授完成時間間2014年4月基于SAP2000對混凝土框架結構彈塑性抗震性能分析SEISMICANSYSISOFELASTICPLASTICPERFMANCEOFRCFRAMESTRUCTUREBASEDONSAP2000專業(yè)學位類別專業(yè)學位類別工程碩士專業(yè)學位領域?qū)I(yè)學位領域建筑與土木工程研究方向向工程結構抗震理論及應用作者姓名名劉金林導師姓名名張紅亞教授完成時間間2014年4月