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SAUSAGE在超高层建筑结构罕遇地震弹塑性时程分析中的应用研究 被引量:11

Application of SAUSAGE in elasto-plastic time-history analysis of a super high-rise building structure under rare earthquake
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摘要 为评价某8度抗震设防区一超高层剪力墙住宅结构的大震安全性,利用广州数力开发的SAUSAGE软件对其进行大震弹塑性分析。针对超高层建筑结构弹塑性精细有限元分析中自由度庞大、分析耗时的问题,介绍了SAUSAGE在分析超大自由度、高度非线性有限元问题的原理及其优势。超高层结构在高烈度区大震下极易进入深度塑性状态,SAUSAGE有效的弹塑性时程分析体现了该结构的薄弱环节及破坏特征,揭露了利用精细有限元法分析超高层结构在大震下的一些破坏形态,为结构设计师提供了有力的设计依据,也初步表明SAUSAGE具有强大的弹塑性分析功能及广泛的应用前景。 To evaluate rare-earthquake safety of a super high-rise shear-wall residential building structure in region of 8-degree of seismic precautionary intensity, the SAUSAGE software developed by Guangzhou Scientific Computing Consultants Co., Ltd. was applied in the structure 's elasto-plastic time-history analysis under excitation of rare earthquakes. In view of solving problems with huge degrees of freedoms( DOFs) and time-consuming analysis caused by elasto-plastic fined finite element analysis( FEA) of super high-rise structures,theorem and advantages of SAUSAGE in managing enormous DOFs and high nonlinearity were introduced. Under rare earthquakes in zone of high seismic precautionary intensity,super high-rise structures would be easily turned to deep plastic. In solving this problem,efficient and effective elasto-plastic time-history analysis by SAUSAGE discovered the structure's vulnerable zone and revealed its failure characteristics,thus reflects some failure states of super high-rise structure under rare earthquake with FEA. The analysis here provides structural engineers helpful design guidance,and also preliminarily indicates SAUSAGE's powerful elasto-plastic analysis feature and widespread application prospect.
作者 常磊 李志山
出处 《建筑结构》 CSCD 北大核心 2012年第S2期12-17,共6页 Building Structure
关键词 超高层建筑 剪力墙结构 抗震研究 弹塑性时程分析 super high-rise building shear-wall structure aseismic analysis elasto-plastic time-history analysis
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  • 1李宏男,李兵.钢筋混凝土剪力墙抗震恢复力模型及试验研究[J].建筑结构学报,2004,25(5):35-42. 被引量:105
  • 2CECS230:2008高层建筑钢-混凝土混合结构设计规程[S].北京:中国计划出版社,2008.
  • 3JGJ3-2002高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2002.
  • 4FEMA356.The Federal Emergency Management Agency[]..
  • 5.ABAQUS User Manual ( v6.5-1)[]..
  • 6CHORA A K,GOEL R K.A modal pushover analysis procedure for Estimating Seismic Demands for Buildings[].Earthquake Engineering and Structural Dynamics.
  • 7SPACONE E,CIAMPI V,FILIPPOU F C.Mix formulation of Nonlinear Beam Finite Element Computers and Structures[]..1996
  • 8Krawinkler H,Seneviratna G D P K.Pros and cons of a pushover analysis of seismic performance evaluation[].Engineering Structures.1998
  • 9Saiidi M,Sozen MA.Simple nonlinear seismic analysis of R/C structures[].Journal of Structural Division ASCE.1981
  • 10Mwafy A M,Elnashai A S.Static pushover versus dynamic collapse analysis of RC buildings[].Engineering Structures.2001

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