[1]朱海堂.桩与桩帽连接节点偏压性能试验研究[J].郑州大学学报(工学版),1997,18(04):27-31.
　Zhu Haitang.Research on Poor Pressure Performance Performance Performance Performance of Pile and Pile Hat[J].Journal of Zhengzhou University (Engineering Science),1997,18(04):27-31.
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桩与桩帽连接节点偏压性能试验研究()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
18
期数:
1997年04期
页码:
27-31
栏目:
出版日期:
1997-07-31

文章信息/Info

Title:
Research on Poor Pressure Performance Performance Performance Performance of Pile and Pile Hat
作者:
朱海堂
郑州工业大学水环系
Author(s):
Zhu Haitang
Zhengzhou University of Technology Water Trail
关键词:
管桩; 桩帽; 偏心受压; 连接
Keywords:
Pipe pile;  pile cap;  bored by pressure;  connection
文献标志码:
A
摘要:
结合试验研究，分析了预应力混凝土管桩与桩帽连接节点在小偏心受压状态下的力学和变形特征及其连接性能。
Abstract:
Combined with experimental research, the mechanics and deformation characteristics and its connection performance of prestressed concrete pile piles and pile caps in small eccentric pressure are analyzed.

相似文献/References:

[1]朱海堂,张启明,李春跃.桩与桩帽连接节点受弯承载力计算[J].郑州大学学报(工学版),1998,19(04):52.
　Zhu Haitang,Zhang Qiming,Li Chunyue.Calculation capacity of piles and pile hats connecting nodes is bent[J].Journal of Zhengzhou University (Engineering Science),1998,19(04):52.
[2]张启明,荆亚丽.桩与桩帽连接节点受变特性的试验研究[J].郑州大学学报(工学版),1997,18(02):56.
　Zhang Qiming,Jing Yali.Test research on the characteristics of piles and pile hats connecting nodes[J].Journal of Zhengzhou University (Engineering Science),1997,18(04):56.
[3]王恒栋,丁自强,赵广田.预应力砼管桩与桩帽连接节点轴拔性能试验研究[J].郑州大学学报(工学版),1996,17(02):37.
　Wang Hengdong,Ding Ziqiang,Zhao Guangtian.Research on the performance test of prestressed concrete pipe piles and pile caps[J].Journal of Zhengzhou University (Engineering Science),1996,17(04):37.

备注/Memo

备注/Memo:
作者
更新日期/Last Update: 1900-01-01