[1]王曙光,蓝宗建.框架结构消能减震的试验研究[J].东南大学学报(自然科学版),2001,31(4):58-62.[doi:10.3969/j.issn.1001-0505.2001.04.014]
　Wang Shuguang,Liu Weiqing,Lan Zongjian.Experimental Study on Seismic Control and Energy Dissipation of RC Frame Structures[J].Journal of Southeast University (Natural Science Edition),2001,31(4):58-62.[doi:10.3969/j.issn.1001-0505.2001.04.014]
点击复制

框架结构消能减震的试验研究()
分享到：

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
31
期数:
2001年第4期
页码:
58-62
栏目:
其他
出版日期:
2001-07-20

文章信息/Info

Title:
Experimental Study on Seismic Control and Energy Dissipation of RC Frame Structures
作者:
王曙光11;  蓝宗建2
1 南京建筑工程学院土木工程系, 南京 210009; 2 东南大学土木工程学院, 南京 210096
Author(s):
Wang Shuguang1;  Liu Weiqing1;  Lan Zongjian2
1 Department of Civil Engineering, Nanjing Architectural and Civil Engineering Institute, Nanjing 210009, China; 2 College of Civil Engineering, Southeast University, Nanjing 210096, China)
关键词:
消能器;  框架;  低周反复荷载试验
Keywords:
energy-dissipation device;  frame;  cyclic reversed loading test
分类号:
P315.9
DOI:
10.3969/j.issn.1001-0505.2001.04.014
摘要:
为了改善普通钢筋混凝土框架结构的抗震性能,本文根据结构控制的原理提出了一种新型消能减震框架,并综合利用不同的消能原理设计了2种新型消能器,进行了4榀消能减震框架和3榀普通框架的低周反复荷载试验,对比研究了各类框架结构的破坏机理和滞回特性.试验研究的结果表明该消能减震框架结构具有良好的抗震性能和较广泛的工程应用前景.
Abstract:
In order to improve the seismic behavior of RC frame structures, a new type of energy-dissipation frames is proposed based on the principle of structural control. In this paper, two new types of energy dissipation devices were designed. Seven RC frames, including four frames with energy dissipation devices and three common frames, were tested under cyclic reversed loads for comparison. The failure mode and hysteresis behavior were studied. The results show that the RC frame structures with energy dissipation devices have excellent aseismatic behaviors and can be widely used in constructions.

参考文献/References:

[1] Pall A S,Marsh C.Response of friction damped braced frames.ASCE J of Struct Div,1982,108(6):1138～1155
[2] 王曙光.耗能支撑钢筋砼框架结构的抗震性能研究及工程应用:[学位论文].南京:东南大学土木工程学院,1999
[3] 刘季,周云.新型摩擦耗能支撑试验研究.工程抗震,1995,22(4):31～37
[4] 朱伯龙.结构抗震实验.北京:地震出版社,1989.32～51

相似文献/References:

[1]蔡建国,冯健,王蜂岚,等.考虑节点刚度的预制混凝土框架结构分析[J].东南大学学报(自然科学版),2009,39(5):1054.[doi:10.3969/j.issn.1001-0505.2009.05.037]
　Cai Jianguo,Feng Jian,Wang Fenglan,et al.Structural analysis of precast concrete frames considering joint stiffness[J].Journal of Southeast University (Natural Science Edition),2009,39(4):1054.[doi:10.3969/j.issn.1001-0505.2009.05.037]
[2]陈忠范,江卫国,程文瀼.碳纤维布加固混凝土框架受力性能[J].东南大学学报(自然科学版),2006,36(6):991.[doi:10.3969/j.issn.1001-0505.2006.06.024]
　Chen Zhongfan,Jiang Weiguo,Cheng Wenrang.Mechanical behaviour of RC frames strengthened by CFRP sheets[J].Journal of Southeast University (Natural Science Edition),2006,36(4):991.[doi:10.3969/j.issn.1001-0505.2006.06.024]
[3]杨建明,吕志涛.预应力混凝土框架顶层边柱的合理设计[J].东南大学学报(自然科学版),1992,22(1):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
　Yang Jianming,Lu Zhitao.Reasonable Design of Top-Exterior Columns of PC Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(4):43.[doi:10.3969/j.issn.1001-0505.1992.01.008]
[4]陈乾,吕志涛.钢筋混凝土框架的非线性全过程分析新法[J].东南大学学报(自然科学版),1992,22(5):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]
　Chen Qian,Lu Zhitao,Lu Zhitao.A New Method of Full Range Nonlinear Analysis for Reinforced Concrete Frames[J].Journal of Southeast University (Natural Science Edition),1992,22(4):66.[doi:10.3969/j.issn.1001-0505.1992.05.010]
[5]高振世,王安宝,庞同和.低周反复荷载作用了钢筋混凝土框架的延性和强度[J].东南大学学报(自然科学版),1991,21(4):38.[doi:10.3969/j.issn.1001-0505.1991.04.007]
[6]梁书亭,丁大钧,蒋永生.钢筋混凝土框架抗震自控和设计方法研究[J].东南大学学报(自然科学版),1994,24(3):89.[doi:10.3969/j.issn.1001-0505.1994.03.015]
　Llang Shuting,Ding,Dajun,et al.Seismic Self-Control and Design Method Studies of Reinforced Concrete Frame Structure[J].Journal of Southeast University (Natural Science Edition),1994,24(4):89.[doi:10.3969/j.issn.1001-0505.1994.03.015]
[7]蒋永生,卫龙武,陆建忠,等.钢筋混凝土框架节点梁端人工塑性铰新方案的探索[J].东南大学学报(自然科学版),1991,21(1):42.[doi:10.3969/j.issn.1001-0505.1991.01.007]
　Liang Yongsheng,Wei Longwu,Lu Jianzhong,et al.New Projects of Artificial Plastic Hinge in RC Frames[J].Journal of Southeast University (Natural Science Edition),1991,21(4):42.[doi:10.3969/j.issn.1001-0505.1991.01.007]

备注/Memo

备注/Memo:
作者简介:王曙光,男,1972年生,博士,讲师.
更新日期/Last Update: 2001-07-20