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Author:

曹万林 (曹万林.) (Scholars:曹万林) | 张建伟 (张建伟.) (Scholars:张建伟) | 田宝发 (田宝发.) | 刘建民 (刘建民.) | 胡国振 (胡国振.)

Abstract:

本文通过四个模型的试验研究,分析了有边框带暗支撑开坚缝剪力墙的抗震性能,建立了力学模型,计算结果与实测值符合较好.

Keyword:

钢筋混凝土 暗支撑 竖缝 剪力墙

Author Community:

  • [ 1 ] 沧州市建筑设计院
  • [ 2 ] 河北工程技术高等专科学校
  • [ 3 ] 北京工业大学建工学院

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Source :

Year: 2001

Language: Chinese

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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