[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]
点击复制

整浇楼板框架节点自控试验研究()
分享到：

《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．

相似文献/References:

[1]高仲学,王修信,王恒华,等.钢筋混凝土框架结构动力失效研究[J].东南大学学报(自然科学版),2000,30(5):81.[doi:10.3969/j.issn.1001-0505.2000.05.019]
　Gao Zhongxue,Wang Xiuxin,Wang Henghua,et al.Dynamic Failure for Reinforced Concrete Frame Structures[J].Journal of Southeast University (Natural Science Edition),2000,30(3):81.[doi:10.3969/j.issn.1001-0505.2000.05.019]
[2]傅传国,蒋永生,梁书亭,等.框架结构大跨度预应力整体转换结构体系受力特点分析[J].东南大学学报(自然科学版),1999,29(4):117.[doi:10.3969/j.issn.1001-0505.1999.04.025]
　Fu Chuanguo,Jiang Yongsheng,Liang Shuting,et al.Analysis of the Force Behavior of Prestressed Transfer Structure System for Frame Structure[J].Journal of Southeast University (Natural Science Edition),1999,29(3):117.[doi:10.3969/j.issn.1001-0505.1999.04.025]
[3]蓝宗建,杨东升,房良,等.巨型框架多功能减振结构体系的减振效果分析[J].东南大学学报(自然科学版),2003,33(5):557.[doi:10.3969/j.issn.1001-0505.2003.05.006]
　Lan Zongjian,Yang Dongsheng,Fang Liang,et al.Study on the effectiveness of multifunctional vibration-absorption megaframe structures[J].Journal of Southeast University (Natural Science Edition),2003,33(3):557.[doi:10.3969/j.issn.1001-0505.2003.05.006]
[4]魏文晖,瞿伟廉.设置FVD框架结构的非线性地震反应控制研究[J].东南大学学报(自然科学版),2004,34(3):386.[doi:10.3969/j.issn.1001-0505.2004.03.024]
　Wei Wenhui,Qu Weilian.Earthquake-response-control of nonlinear frame structures with friction-viscoelastic damper[J].Journal of Southeast University (Natural Science Edition),2004,34(3):386.[doi:10.3969/j.issn.1001-0505.2004.03.024]

备注/Memo

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