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钢筋混凝土剪力墙弹塑性分析及应用
引用本文:万金国,苗启松.钢筋混凝土剪力墙弹塑性分析及应用[J].华中科技大学学报(城市科学版),2011,28(3).
作者姓名:万金国  苗启松
作者单位:北京市建筑设计研究院,北京,100045
摘    要:介绍了PERFORM-3D中各种单元的弹塑性模型,对单片剪力墙和钢筋混凝土核心筒的试验模型进行了分析和对比,结果表明PERFORM-3D能有效模拟钢筋混凝土剪力墙的弹塑性性能.通过对某超高层框架核心筒建筑进行罕遇地震下的弹塑性时程分析,评价了该结构的抗震性能,并说明了应用PERFORM-3D进行结构抗震分析和评估的过程.

关 键 词:PERFORM-3D  剪力墙  弹塑性时程分析  抗震性能评估

Elastic-Plastic Analysis and Application of Reinforced Concrete Shear Wall
WAN Jin-guo,MIAO Qi-song.Elastic-Plastic Analysis and Application of Reinforced Concrete Shear Wall[J].Journal of Huazhong University of Science and Technology,2011,28(3).
Authors:WAN Jin-guo  MIAO Qi-song
Affiliation:WAN Jin-guo,MIAO Qi-song(Beijing Institute of Architectural Design,Beijing 100045,China)
Abstract:Various elastic-plastic models of structure members i n PERFORM-3D were introduced.The comparison and analysis of the model experimen t results of single shear and reinforced concrete core wall show that PERFORM-3D can effectively simulate the elastic-plastic performance of reinforced con crete shear wall.Through the nonlinear time history analysis of a frame core-t ube and high-rise buildings under severe earthquake,the seismic performance of the structure is evaluated,and the application of PERFORM-3D in ...
Keywords:PERFORM-3D  shear wall  elastic-plastic time history analysis  evaluation of seismic performance  
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