EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE

Han Xiaolei; He Ruibo; Ji Jing

doi:10.13204/j.gyjz200511006

Volume 35 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(11): 21-23,30

SHEN Tong, XU Haixiang, YANG Xinguang, SONG Zhengfeng, LIU Kai, ZHAO He, ZHANG Haiming. DISPLACEMENT ANALYSIS FOR STRUCTURAL INTEGRITY TEST OF CONTAINMENT OF HPR1000 NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 1-6. doi: 10.13204/j.gyjzG21120605

Citation:

Han Xiaolei, He Ruibo, Ji Jing. EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 21-23,30. doi: 10.13204/j.gyjz200511006

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EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE

doi: 10.13204/j.gyjz200511006

1.
South China University of Technology Guangzhou 510640

Received Date: 2005-06-20
Publish Date: 2005-11-20

Abstract

Abstract

It has been put forward a CFST connection with ring plate and with steel corbels through the core.The advantage of this connection is that there is no ring stiffener, which meets the demand on beauty of an architecture, and there is no crack which affects the normal use of the building between the column and the slab. Experimental research has been done to prove that this type of connections works well and reliable, and then its design method has been presented.The new connection has been used in a tall building with 43 storeys.
- concrete-filled steel tube column, connection, ring plate, experiments, design method,

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References(6)

References

韩小雷,王永仪,季静,等.穿心暗牛腿钢管混凝土柱节点的试验研究.工业建筑,2002,32(7):68～71

[2] 季静,陈庆军,韩小雷.穿心暗牛腿钢管混凝土柱节点的模型试验研究.华南理工大学学报,2001,29(7):70～73

[3] 陈庆军,季静,韩小雷.穿心暗牛腿钢管混凝土柱节点的有限元分析.见:中国力学大会2001年会议论文集.广州:2001.800～805

[4] 贺锐波.带环板的穿心暗牛腿钢管混凝土柱节点试验研究与分析:[硕士学位论文].广州:华南理工大学,2004

[5] GB 50017-2003钢结构设计规范

[6] 龙驭球,包世华.结构力学(上册).北京:高等教育出版社,1994

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