[1]蒋永生,陈忠范,周绪平,等.整浇楼板框架节点自控试验研究[J].东南大学学报(自然科学版),1994,24(3):59-64.[doi:10.3969/j.issn.1001-0505.1994.03.010]
 Jiang Yongsheng,Chen,Zhongfan Zhou,et al.Experimental Research on Self-Control of Frame Joint with Casting Slab[J].Journal of Southeast University (Natural Science Edition),1994,24(3):59-64.[doi:10.3969/j.issn.1001-0505.1994.03.010]
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整浇楼板框架节点自控试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
24
期数:
1994年第3期
页码:
59-64
栏目:
土木工程
出版日期:
1994-05-20

文章信息/Info

Title:
Experimental Research on Self-Control of Frame Joint with Casting Slab
作者:
蒋永生陈忠范周绪平樊德润
东南大学土木工程系; 广州市规划勘察设计研究院; 江苏省建筑设计研究院
Author(s):
Jiang Yongsheng;Chen Zhongfan Zhou Xuping Zhou Xuping Fan Derun Fan Derun
Department of Civil Engineering,Southeast University,Nanjing 210018
Guangzhou Institute of Planning Survey and Design,Guangzhou 510060
Jiangsu Institute of Design and Research,Nanjing 210025
关键词:
框架结构 结构控制 金属纤维 节点
分类号:
TU75.403
DOI:
10.3969/j.issn.1001-0505.1994.03.010
摘要:
根据结构自控理论设计了整浇楼板钢纤维高强混凝土(SFHRC)节点粱柱组合体,抗震试验表明,这种结构可控制结构的破坏形态,实现结构自控,对整浇楼板框架节点的结构自控设计提供了建议,并给出算例.证实可节省钢材.

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备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-19