[1]周颖,胡擎,张丹.黏滞阻尼墙力学模型及其减震结构设计方法研究[J].地震工程与工程振动,2018,(04):001-8.[doi:10.13197/j.eeev.2018.04.1.zhouy.001]
 ZHOU Ying,HU Qing,ZHANG Dan.Research on mechanical models and practical design method of viscous damping walls[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2018,(04):001-8.[doi:10.13197/j.eeev.2018.04.1.zhouy.001]
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黏滞阻尼墙力学模型及其减震结构设计方法研究
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《地震工程与工程振动》[ISSN:/CN:]

卷:
期数:
2018年04期
页码:
001-8
栏目:
论文
出版日期:
2018-10-28

文章信息/Info

Title:
Research on mechanical models and practical design method of viscous damping walls
作者:
周颖 胡擎 张丹
同济大学 土木工程防灾国家重点实验室, 上海 200092
Author(s):
ZHOU Ying HU Qing ZHANG Dan
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
关键词:
黏滞阻尼墙缩尺试验消能减震力学模型实用设计方法
Keywords:
viscous damping wallssmall-scale performance testsseismic energy dissipationmechanical modelspractical design method
分类号:
TU318.1;TU391
DOI:
10.13197/j.eeev.2018.04.1.zhouy.001
摘要:
目前国内外对黏滞阻尼墙消能减震机理和力学模型研究有限,针对阻尼墙力学特点的结构优化设计方法研究更少。本文通过缩尺黏滞阻尼墙力学性能试验,总结分析了黏滞阻尼墙的力学特性及消能减震机理,提出了适用于广域激励范围的黏滞阻尼墙力学模型,以及带黏滞阻尼墙消能减震高层结构的实用设计方法。
Abstract:
The structural optimization design method by considering the mechanical characteristics of the viscous damping walls (VDWs) is limited. To this end, the mechanical characteristics and the mechanism of the seismic energy dissipation for the VDWs are summarized and analyzed by conducting the small-scale performance tests of the VDWs. The generalized mechanical models of the VDWs under the wide range excitations and the practical design method of high-rise buildings with VWDs are developed by considering the mechanical characteristics of the VDWs.

参考文献/References:

[1] Miyazaki M, Kitada Y, Arima F, et al. Earthquake response control design of buildings using viscous damping walls[C]//Proceedings of the 1st East Asian Conference on Structural Engineering and Construction. Bangkok:Science Council of Thailand, 1986:1882-1891.
[2] Reinhorn A M, Li C, Constantinou M C. Experimental and analytical investigation of seismic retrofit of structures with supplemental damping:part.1:fluid viscous damping devices[R]. National Center for Earthquake Engineering Research, Technical Report NCEER-95-0001, 1995.
[3] Reinhorn A M, Li C. Experimental and analytical investigation of seismic retrofit of structures with supplemental damping:part 3:viscous damping walls[R]. National Center for Earthquake Engineering Research, Technical Report NCEER-95-0001, 1995.
[4] Arima F, Miyazaki M, Yanaka H, et al. A study on buildings with large damping using viscous damping walls[C]//Proceedings of the 9th World Conference on Earthquake Engineering. Tokyo:Science Council of Japan,1988:821-826.
[5] 大原和之, 笠井和彦. 非線形黏性ダンパーをもつ制振構造の等価線形化について:その1~2[C]//学術講演梗概集B-2, 2002:737-740. Oohara K, Kasai K. Equivalent linearization of structure with nonbinear viscous dampers:part2 random response[C]//Architectural Institute of Japan, 2002:737-740.
[6] 鈴木陽, 笠井和彦, 大原和之. 非線形黏性ダンパーをもつ制振構造の等価線形化について:その3:質点系の設計法[C]//学術講演梗概集B-2, 2003:795-796. Suzuki A, Kasai K, Oohara K. Equivalent Linearization of structure with nonlinear viscous dampers:part 3 design method for MDOF[C]//Architectural Institute of Japan, 2003:795-796.
[7] Oohara K, Kasai K. Time-history analysis models for nonlinear viscous dampers[C]//Proc. Structural Engineers World Congress (SEWC), Yokohama, JAPAN, 2002, CD-ROM, T2-2-b-3.
[8] GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社, 2010. GB50011-2010 Code for Seismic Design of Buildings[S].Beijing:Building Industry Press of China,2010. (in Chinese)
[9] Zhou Y, Chen P, Zhang D, et al. A new analytical model for viscous wall dampers and its experimental validation[J]. Engineering Structures, 2018, 163:224-240.
[10] 周颖, 张丹, 卢文胜. 设置黏滞阻尼墙的钢框架结构振动台试验研究[J]. 建筑结构学报, 2017, 38(3):14-25. ZHOU Ying, ZHANG Dan, LU Wensheng. Shaking table test of a steel frame equipped with viscous wall dampers[J]. Journal of Building Structures, 2017, 38(3):14-25. (in Chinese)

备注/Memo

备注/Memo:
收稿日期:2018-03-13;改回日期:2018-05-29。
基金项目:国家自然科学基金项目(51678449);国家重点研发计划(2016YFC0701101)
作者简介:周颖(1978-),女,教授,博士,主要从事工程结构抗震与防灾方面研究.E-mail:yingzhou@tongji.edu.cn
更新日期/Last Update: 1900-01-01