[1]戴航,陈贵.带水平短缝墙及低剪力墙的动力反应和耗能分析[J].东南大学学报(自然科学版),1992,22(5):58-65.[doi:10.3969/j.issn.1001-0505.1992.05.009]
 Dai Hang,Chen Gui,Chen Gui.Dynamic Response and Energy Dissipation Analysis of the Wall with Horizontal Short Keyways and Lowrise Shearwall[J].Journal of Southeast University (Natural Science Edition),1992,22(5):58-65.[doi:10.3969/j.issn.1001-0505.1992.05.009]
点击复制

带水平短缝墙及低剪力墙的动力反应和耗能分析()
分享到:

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

卷:
22
期数:
1992年第5期
页码:
58-65
栏目:
土木工程
出版日期:
1992-09-20

文章信息/Info

Title:
Dynamic Response and Energy Dissipation Analysis of the Wall with Horizontal Short Keyways and Lowrise Shearwall
作者:
戴航陈贵
东南大学建筑系; 江苏省建筑科学院
Author(s):
Dai Hang Chen Gui Chen Gui
Departemeny of Architechure
Jiansu Institute of Building Science
关键词:
延性 剪力墙 结构动力反应 能量消耗
分类号:
TU973.212
DOI:
10.3969/j.issn.1001-0505.1992.05.009
摘要:
为改善普通低剪力墙的抗震性能,本文提出了一种新型延性低剪力墙方案:带水平短缝墙,通过低周反复荷载试验,对这种延性墙的性能进行了研究,结果较为理想。根据试验结果,提出了不同类型低剪力墙的恢复力模型,并用此模型编制了非线性动力反应程序,用直接输入地震波的方法,计算分析了它们不同的动力、耗能反应,并由此对不同类型低剪力墙性能予以评价。计算结果表明,带水平短缝墙具有良好的抗震性能。

相似文献/References:

[1]曹万林,张建伟,陶军平,等.内藏桁架的混凝土组合低剪力墙试验[J].东南大学学报(自然科学版),2007,37(2):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
 Cao Wanlin,Zhang Jianwei,Tao Junping,et al.Experimental study on low-rise RC shear wall with concealed truss[J].Journal of Southeast University (Natural Science Edition),2007,37(5):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
[2]娄宇,丁大钧,魏琏.上部开洞剪力墙转换大梁结构的试验研究[J].东南大学学报(自然科学版),1996,26(6):115.[doi:10.3969/j.issn.1001-0505.1996.06.022]
 Lou Yu,Ding Dajun,Wei Lian,et al.Experimental Research on Transfer Girder with Openings Shear Wall[J].Journal of Southeast University (Natural Science Edition),1996,26(5):115.[doi:10.3969/j.issn.1001-0505.1996.06.022]
[3]夏晓东,丁大钧,程文瀼,等.钢筋混凝土带边框低剪力墙抗剪性能分析[J].东南大学学报(自然科学版),1992,22(2):80.[doi:10.3969/j.issn.1001-0505.1992.02.013]
 Xia Xiaodong,Ding Dajun,Cheng Wenrang,et al.Shearing Behavior Analysis of RC Low-Rise Shearwalls with Boundary Elements[J].Journal of Southeast University (Natural Science Edition),1992,22(5):80.[doi:10.3969/j.issn.1001-0505.1992.02.013]
[4]曹征良,丁大钧,程文瀼.剪力墙结构自控连梁的试验研究[J].东南大学学报(自然科学版),1991,21(4):45.[doi:10.3969/j.issn.1001-0505.1991.04.008]
[5]黄炎生,潘东辉,蔡健.设置边缘构件配筋砌块砌体剪力墙的抗震能力[J].东南大学学报(自然科学版),2007,37(6):1048.[doi:10.3969/j.issn.1001-0505.2007.06.021]
 Huang Yansheng,Pan Donghui,Cai Jian.Ductility and seismic capacity of reinforced-block-masonry shear walls with confined boundary member[J].Journal of Southeast University (Natural Science Edition),2007,37(5):1048.[doi:10.3969/j.issn.1001-0505.2007.06.021]
[6]陈忠范,丁大钧,蒋永生.框架-剪力墙结构弹塑性性能的试验研究[J].东南大学学报(自然科学版),1994,24(3):47.[doi:10.3969/j.issn.1001-0505.1994.03.008]
 Chen Zhongfan,Ding,Dajun,et al.Experimental Research on Elastic-Plastic Behavior of RC Frame-Shear Wall Structure[J].Journal of Southeast University (Natural Science Edition),1994,24(5):47.[doi:10.3969/j.issn.1001-0505.1994.03.008]
[7]程文瀼,任振华,方向.变刚度、变层高的框-剪结构计算[J].东南大学学报(自然科学版),1993,23(1):69.[doi:10.3969/j.issn.1001-0505.1993.01.010]
 Cheng Wenrang,Ren Zhenhua,Fang Xiang,et al.Calculation of Frame-Shear Wall Structures with Different Stiffness and Different Floor Height[J].Journal of Southeast University (Natural Science Edition),1993,23(5):69.[doi:10.3969/j.issn.1001-0505.1993.01.010]
[8]高振世,庞同和.钢筋混凝土框架单元的延性和塑性铰性能[J].东南大学学报(自然科学版),1987,17(1):106.[doi:10.3969/j.issn.1001-0505.1987.01.013]
 Gao Zhenshi,Pang Tonghe.Ductility and Plastic Hinge of the Reinforced Concrete Frames[J].Journal of Southeast University (Natural Science Edition),1987,17(5):106.[doi:10.3969/j.issn.1001-0505.1987.01.013]

备注/Memo

备注/Memo:
国家教委博士点基金及霍英东基金
更新日期/Last Update: 2013-04-20