[1]马艳,王社良,刘军生,等.新型摩擦滑移隔震模型地震反应分析[J].西安建筑科技大学学报:自然科学版,2014,46(05):692-695,700.[doi:10.15986/j.1006-7930.2004.05.013]
 MA Yan,WANG Sheliang,LIU Junsheng,et al.Seismic response analysis of a new friction sliding model[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(05):692-695,700.[doi:10.15986/j.1006-7930.2004.05.013]
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新型摩擦滑移隔震模型地震反应分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年05期
页码:
692-695,700
栏目:
出版日期:
2014-10-31

文章信息/Info

Title:
Seismic response analysis of a new friction sliding model
文章编号:
1006-7930(2014)05-0692-04
作者:
马艳1王社良1刘军生12马予骁1
(1. 西安建筑科技大学土木工程学院, 陕西 西安 710055;2. 陕西省建筑科学研究院, 陕西 西安 710082)
Author(s):
MA Yan1 WANG Sheliang1 LIU Junsheng12 MA Yuxiao1 ZHAN Meng1
 ( 1. School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China;
2. Shaanxi Academy of Building Research, Xi’an 710082, China )
关键词:
摩擦滑移地震响应隔震框架结构:隔震装置
Keywords:
frictional sliding seismic response isolation frame structure isolation device
分类号:
TU37
DOI:
10.15986/j.1006-7930.2004.05.013
文献标志码:
A
摘要:
采用新型固体摩擦滑移材料二硫化钼作为涂层材料,提出了一种应用于框架结构既能隔震又能消能的新型分离式摩擦
滑移隔震系统.设计制作了1 个相似比为1/5 的5 层钢筋混凝土框架隔震试验模型结构,同时采用ANSYS 有限元分析软件,
建立了该试验模型结构的有限元分析模型,进行了不同试验工况下模型结构的地震响应分析.研究结果表明,安装新型摩擦
滑移隔震装置后,上部结构的地震响应基本为平动,加速度、层间相对位移、楼层地震剪力等显著减小,说明文中采用新型
固体摩擦滑移材料二硫化钼作为涂层材料的新型摩擦滑移隔震装置能够明显地降低框架结构的地震响应,隔震效果明显.另
外,只要确定合理的构造以及实施方案,这种装置能够满足框架结构的隔震减震要求,应用实际工程结构.
Abstract:
Using a new solid friction-sliding material-molybdenum disulfide as coating material, this paper proposes a framework applied to the structure to isolation and energy dissipation of new separate friction-sliding isolation system. A similar ratio of 1/5 of the five layer isolation test model of reinforced concrete frame structure is designed. At the same time, the using ANSYS finite element analysis software is used in establishing the finite element analysis model of the structure of the test model, and analyzing the model of seismic response of the structure under different conditions. The research results show that with the new friction-sliding isolation device, the seismic response of the upper structure, acceleration, the relative displacement between the layers, and the floor seismic shear force all decreased. The new solid friction-sliding materials molybdenum disulfide as coating material of new friction-sliding isolation device as adopted in this paper can significantly reduce the seismic response of the frame structure, producing obvious vibration isolation effect. In addition, with the reasonable structure and implementation plan, the device could satisfy the requirement of the frame structure isolation vibration in practical engineering structure.

参考文献/References:

参考文献 References
[1] 周福霖. 隔震、消能减震和结构控制技术的发展和应用(上)[J]. 世界地震工程, 1989(4): 16-20.
ZHOU Fulin. Development and applications of the isolation, energy dissipation and structure control technology(I)[J]. World
Earthquake Engineering, 1989(4): 16-20.
[2] 周锡元. 工程结构的隔震、减震和振动控制研究与应用[C]// 第五届全国地震工程会议论文集(1). 北京: 中国地震学会,
1998: 10-12.
ZHOU Xiyuan. Research and application of the Isolation, shock and vibration control of structure[C]// Proceedings of the fifth
national conference on earthquake engineering(1). Beijing: Seismological Society of China, 1998: 10-12.
[3] 王建强, 姚谦峰, 李大望. 基础滑移隔震结构双向地震反应分析[J]. 振动与冲击, 2005, 24(4): 84-88, 141-142.
WANG Jianqiang, YAO Qianfeng, LI Dawang. Bi-directional seismic response analysis of sliding base-isolated structure[J].
Journal of Vibration and Shock, 2005, 24(4): 84-88, 141-142.
[4] 李宏男, 王苏岩, 贾俊辉. 基础滑移隔震砌体房屋抗倾覆高宽比限值[C]//第六届全国结构工程学术会议论文集(第三卷).
北京: 工程力学期刊社, 1997: 132-135.
LI Hongnan, WANG Suyan, JIA Junhui. Sliding base-isolated masonry anti-overturning limit values of height to width ratio[
C]// Proceedings of the sixth national conference on structural engineering(Vol. 3). Beijing: Engineering Mechanics Press,
1997: 132-135.
[5] 姚谦峰, 袁泉. 小高层密肋壁板轻框结构模型振动台试验研究[J]. 建筑结构学报, 2003, 24(1): 59-63.
YAO Qianfeng, QUAN Quan. Study on shaking table test of a 1/10 scale high-rise multi-rib wall plate slab lightweight frame
model[J]. Journal of Building Structures, 2003, 24(1): 59-63.
[6] 熊仲明. 基础滑移隔震房屋的计算研究[J]. 土木工程学报, 1995, 28(5): 21-30.
XIONG Zhongming. Study on calculation of sliding base-isolated houses[J]. China Civil Engineering Journal, 1995, 28(5):
21-30.
[7] 叶列平. 隔震结构入门[M]. 北京: 科学出版社, 1998.
YE Lieping. Getting started with isolated structure[M]. Beijing: Science Press, 1998.
[8] 胡聿贤. 地震工程学[M]. 北京: 地震出版社, 1988.
HU Yixian. Earthquake engineering[M]. Beijing: Seismological Press, 1988.
[9] 周福霖. 工程结构减震控制[M]. 北京: 地震出版社, 1997.
ZHOU Fulin. Engineering structure damping control[M]. Beijing: Seismological Press, 1997.
[10] 张敏政. 地震模拟试验中相似律应用的若干问题[J]. 地震工程与工程振动, 1997, 17(2): 52-58.
ZHANG Minzheng. The several problems of the application of law of similitude in earthquake simulation test[J]. Journal of
Earthquake Engineering and Engineering Vibration, 1997, 17(2): 52-58.
[11] 李宏男, 李忠献, 祁皑, 等. 结构振动与控制[M]. 北京: 中国建筑工业出版社, 2005.
LI Hongnan, LI Zhongxian, QI Ai, et al. Structure vibration and control[M]. Beijing: China Architecture & Building Press,
2005.
[12] KELLY J M. A seismic base isolation: review and bibliography[J]. Soil Dynamics and Earthquake Engineering, 1986, 5(3):
202-216.
[13] 李杰, 李国强. 地震工程学导论[M]. 北京: 地震出版社, 1992.
LI Jie, LI Guoqiang. Introduction to earthquake engineering[M]. Beijing: Seismological Press, 1992.
[14] 王亚勇, 程民宪, 刘小弟. 结构抗震时程分析法输入地震记录的选择方法及其应用[J]. 建筑结构, 1992(5): 3-7.
WANG Yayong, CHENG Minxian, LIU Xiaodi. Structure seismic time history analysis of the choice of input seismic record
method and its application[J]. Building Structures, 1992(5): 3-7.

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备注/Memo

备注/Memo:
收稿日期:2013-10-23 修改稿日期:2014-09-27
基金项目:国家自然科学基金项目(51178388);陕西省教育厅重点实验室科研计划项目(11JS059,12JS055);重点实验室访问学者项目(12JS056)
作者简介:马艳(1981-),女,博士研究生,主要从事结构滑移隔震研究.E-mail: ziyeaaa@sina.com
更新日期/Last Update: 2015-10-10