[1]欧谨,杨放,刘伟庆,等.钢管混凝土双梁节点试验及现场测试[J].东南大学学报(自然科学版),2001,31(1):74-77.[doi:10.3969/j.issn.1001-0505.2001.01.016]
 Ou Jin,Yang Fang,Liu Weiqing,et al.Experimental Research and Site Test on the Double Beams CFST Joints[J].Journal of Southeast University (Natural Science Edition),2001,31(1):74-77.[doi:10.3969/j.issn.1001-0505.2001.01.016]
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钢管混凝土双梁节点试验及现场测试()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
31
期数:
2001年第1期
页码:
74-77
栏目:
土木工程
出版日期:
2001-01-20

文章信息/Info

Title:
Experimental Research and Site Test on the Double Beams CFST Joints
作者:
欧谨1 杨放2 刘伟庆2 蓝宗建1
1 东南大学土木工程学院, 南京 210096; 2 南京建筑工程学院土木系,南京 210009
Author(s):
Ou Jin1 Yang Fang2 Liu Weiqing2 Lan Zongjian1
1 College of Civil Engineering, Southeast University, Nanjing 210096; 2 Nanjing Architecture and Civil Engineering Institute, Nanjing 210009)
关键词:
钢管混凝土 双梁节点 现场试验
Keywords:
CFST double beams joints site test
分类号:
TU317.1
DOI:
10.3969/j.issn.1001-0505.2001.01.016
摘要:
通过钢管混凝土双梁节点的竖向静力加载试验研究,揭示了该节点的受力机理和破坏形态,并通过实际工程的现场试验研究,验证了模型试验的可靠性.证明了双梁节点具有构造简单、受力明确、施工方便、安全可靠的良好性能.
Abstract:
A new type of concrete-filled steel tubular (CFST) joints with double concrete beams is proposed. Experiments under the vertical static loads are made both in the laboratory and in the site, which show the agreement of the both. The path of transferring loads, the behavior and the failure mechanism are studied.Test result shows that the joints have a simple construction and reliable behavior.

参考文献/References:

[1] 欧谨,黄伟淳.新型钢管混凝土柱节点竖向承载力的试验研究.南京建筑工程学院学报,1999(3):7~12
[2] 黄伟淳,夏长春.钢管混凝土结构在江苏省邮电管理局电信业务生产楼中的应用.南京建筑工程学院学报,1999(2):68~72

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备注/Memo

备注/Memo:
作者简介:欧谨,女,1962年生,博士研究生.
更新日期/Last Update: 2001-01-20