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Author:

于立彬 (于立彬.) | 张延庆 (张延庆.)

Indexed by:

CQVIP

Abstract:

介绍了钢管混凝土边框组合剪力墙是一种适用于高层及超高层建筑的新型组合剪力墙,轴压比是影响剪力墙受力性能的一个主要因素,设计了5个具有不同轴压比的试件,进行了有限元分析,研究表明随着轴压比的增大,钢管混凝土边框组合剪力墙的延性逐渐降低,屈服荷载也逐渐减小.

Keyword:

组合剪力墙 轴压比 钢管混凝土

Author Community:

  • [ 1 ] [于立彬]北京工业大学
  • [ 2 ] [张延庆]北京工业大学

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Source :

山西建筑

ISSN: 1009-6825

Year: 2010

Issue: 17

Volume: 36

Page: 53-55

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count: 4

Chinese Cited Count:

30 Days PV: 4

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