加腋梁式框支短肢剪力墙结构配筋研究

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1、重庆大学硕士学位论文longitudinalbar,horizontalwallbarandtransferbeamlongitudinalbar(upper/lower)are2.5%～4%,1%～1.5%,0.4%～0.8%,1.2%/0.6%～1.4%/0.7%inthe0.5axialcompressionratio.5)Whenitisdesignedbythespecification,enlargetheminimumreinforcementratiooftransferbeamupperlongitudinalbar,columnlongitudinalbar,embed

2、dedcolumnlongitudinalbarandhorizontalwallbar.Keywords:Frame-supportedShort-legShearWallStructurewithHaunchtransferbeam,Reinforcementratio,SeismicBehavior,ABAQUS,FiniteElementAnalysisIV目录目录中文摘要..........................................................................................................

3、................................I英文摘要.......................................................................................................................................III1绪论........................................................................................................................

4、..............11.1概述...........................................................................................................................................11.2框支短肢剪力墙转换结构概述................................................................................................11.2.1短肢剪力墙的定义和受力特点.......

5、................................................................................11.2.2框支短肢剪力墙特点.......................................................................................................21.2.3框支短肢剪力墙结构研究现状.................................................................................

6、......31.2.4本文研究问题的提出.......................................................................................................41.2.5配筋率对钢筋混凝土结构性能的影响...........................................................................41.3本文的研究背景与思路...............................................................

7、............................................61.3.1本文的研究背景...............................................................................................................61.3.2本文的研究思路...............................