[1]朱筱俊,梁书亭,蒋永生,等.钢管混凝土板柱结构剪力环节点冲切试验[J].东南大学学报(自然科学版),1998,28(2):57-62.[doi:10.3969/j.issn.1001-0505.1998.02.012]
 Zhu Xiaojun Liang Shuting Jiang Yongsheng,Li Xingsheng,She Yuexin.Punching Shear Experiments of Annulus Joints of Concrete filled Steel Tube Column Slab Structures[J].Journal of Southeast University (Natural Science Edition),1998,28(2):57-62.[doi:10.3969/j.issn.1001-0505.1998.02.012]
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钢管混凝土板柱结构剪力环节点冲切试验()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
28
期数:
1998年第2期
页码:
57-62
栏目:
出版日期:
1998-03-20

文章信息/Info

Title:
Punching Shear Experiments of Annulus Joints of Concrete filled Steel Tube Column Slab Structures
作者:
朱筱俊 梁书亭 蒋永生 李兴生 佘跃心
东南大学土木工程学院; 江苏省建筑设计研究院; 淮阴工专
Author(s):
Zhu Xiaojun Liang Shuting Jiang YongshengLi XingshengShe Yuexin
College of Civil Engineering, Southeast University, Nanjing 210096
Jangsu Institute of Design and Research, Nanjing 210025
Huaiyin Institute of Technology, Huaiyin 223000
关键词:
钢管混凝土 板柱结构 剪力环节点 冲切试验
分类号:
土木工程
DOI:
10.3969/j.issn.1001-0505.1998.02.012
摘要:
介绍了钢管混凝土板柱结构节点的试验结果、受力性能和变形性能.探讨了剪力环尺寸和刚度、预应力混凝土及主筋是否穿过核心区对冲切性能的影响.同时给出了受冲切承载力的计算模式

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更新日期/Last Update: 2013-04-13