全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

带暗支撑中高剪力墙弹塑性有限元分析

Keywords: 钢筋混凝土,中高剪力墙,暗支撑,弹塑性,有限元

Full-Text   Cite this paper   Add to My Lib

Abstract:

为了从理论计算角度进一步了解带暗支撑中高剪力墙在水平荷载作用下的弹塑性变形与破坏过程,在试验研究的基础上,建立了钢筋混凝土带暗支撑中高剪力墙的弹塑性有限元分析模型,使用ANSYS有限元分析程序,对其在单调加载下的性能作了弹塑性分析,并分析了引起计算误差的原因.有限元分析结果与试验结果符合较好.

References

[1]  张建伟,曹万林,田宝发,等.底部大空间带暗支撑剪力墙结构模拟地震振动台试验研究[J].建筑结构学报,2004,25(6):44-51.ZHANG Jian-wei,CAO Wan-lin,TIAN Bao-fa,et al.Earthquake simulation test of RC shearwall structure with concealed bracings and large space on the ground floor[J].Journal of Building Structures,2004,25(6):44-51.(in Chinese)
[2]  曹万林,董宏英,胡国振,等.钢筋混凝土带暗支撑双肢剪力墙抗震性能试验研究[J].建筑结构学报,2004,25(3):22-28.CAO Wan-lin,DONG Hong-ying,HU Guo-zhen,et al.Experimental study on seismic behavior of RC coupled shear wall with concealed bracings[J].Journal of Building Structures,2004,25(3):22-28.(in Chinese)
[3]  曹万林,张建伟,田宝发.带暗支撑剪力墙体系抗震研究及应用[J].工程力学,2004,21(supp):1-12.CAO Wan-lin,ZHANG Jian-wei,TIAN Bao-fa.Seismic performance and engineering application of a series of RC shear walls with concealed bracing[J].Engineering Mechanics,2004,21(Supp):1-12.(in Chinese)
[4]  吕西林,金国芳,吴晓涵.钢筋混凝土结构非线性有限元理论与应用[M].上海:同济大学出版社,1997.
[5]  过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999.
[6]  曹万林,张建伟,田宝发,等.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32,55.CAO Wan-lin,ZHANG Jian-wei,TIAN Bao-fa,et al.Experimental study on seismic behavior of mid-rise RC shear wall with concealed bracings[J].Journal of Building Structures,2002,23(6):26-32,55.(in Chinese)
[7]  曹万林,张建伟,崔立长,等.钢筋混凝土带暗支撑双功能低矮剪力墙抗震性能试验研究[J].建筑结构学报,2003,24(1):46-53.CAO Wan-lin,ZHANG Jian-wei,CUI Li-chang,et al.Experimental study on seismic behavior of low-rise double-function RC shear wall with concealed bracings[J].Journal of Building Structures,2003,24(1):46-53.(in Chinese)
[8]  曹万林,张建伟.田宝发,等.带暗支撑低矮剪力墙抗震性能试验及承载力计算[J].土木工程学报,2004,37(3):44-51.CAO Wan-lin,ZHANG Jian-wei,TIAN Bao-fa,et al.Experimental study on seismic behavior of low-rise RC shear walls with concealed bracings and calculation of their load-carrying capacity[J].China Civil Engineering Journal,2004,37(3):44- 51.(in Chinese)
[9]  WILLAM K J,WARNKE E P.Constitutive models for the triaxial behavior of concrete[J],lnt Assoc Bridge Struct Eng Proc,1975,19:1-30.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133