In order to analyze the vibration control effect of viscous damper in the concrete archaized buildings with lintel-column joint under seismic action, 3 specimens were tested under dynamic experimental, including two specimens with viscous damper which called controlled structure and a specimen without viscous damper which called non-controlled structure. The failure process and patterns were obtained. The failure characteristics, skeleton curves, mechanical behavior such as the load-displacement hysteretic loops, bearing capacity and stiffness of the joints were analyzed. The results indicate that the load-bearing capacity of controlled structure is significantly higher than non-controlled structure; the mean amount of increasing in yield load and ultimate load is 27.4% and 22.4% respectively. Meanwhile, the performance of displacement ductility and the ability of energy dissipation are superior non-controlled structure. Compared with non-controlled structure, equivalent viscous damping coefficient is improved by 27.3%~30.8%. All these results reflect that the seismic performance of controlled structure significantly is superior to non-controlled structure.
薛建阳，董金爽，隋，戚亮杰，许丹. 附设粘滞阻尼器的仿古建筑混凝土枋-柱节点动力性能试验研究[J]. 振动与冲击, 2017, 36(17): 211-219.
XUE Jianyang, DONG JinShuang, SUI Yan, QI Liangjie, XU Dan. Experimental research on dynamic performance of concrete lintel-column joint with viscous damper in archaized buildings. JOURNAL OF VIBRATION AND SHOCK, 2017, 36(17): 211-219.
[1]. 薛建阳,吴占景,隋龑,等. 传统风格建筑钢结构双梁-柱中节点抗震性能试验研究及有限元分析[J].工程力学,2016,33(05):97-105.(XUE Jian-yang,WU Zhan-jing, SUI Yan,et al. Experimental study and numerical analysis on seismic performance of steel double beams-column interior-joints in traditional style building[J]. Engineering Mechanics,2016, 33(05):97-105. (in Chinese))
[2]. 高延安,杨庆山,王娟,等. 环境激励下古建筑飞云楼动力性能分析[J]. 振动与冲击,2015,34(22):144- 148+182. (GAO Yan-an,YANG Qing-shan,WANG Juan, et al. Dynamic performance of the ancient architecture of Feiyun pavilion under the condition of environmental excitation[J].Journal of Vibration and Shock,2015,34(22):144-148. (in Chinese)).
[3] 李朋.传统风格建筑钢筋混凝土梁-柱节点抗震性能研究[D].西安:西安建筑科技大学,2014.(LI Peng. Experimental study on seismic behavior of RC column-beam joint built in traditional style[D].Xi’an, Xi’an University of Architecture and Technology, 2014. (in Chinese)).
[4] Markris N, Constantinou M C. Viscous dampers: testing, modeling, application in vibration and seismic isolation[A]// National Center for Earthquake Engineering Research. Technical Report NCEER-90-028n[R].Buffalo, New York:1990.
[5] 欧进萍, 吴斌, 龙旭, 等. 北京饭店消能减震抗震加固分析与设计:时程分析法[J].地震工程与工程振动,2001,21(4):82-87. (OU Jin-ping, WU Bin, LONG Xu, et al. Analysis and design of seismic retrofit of Beijing Hotel with energy dissipation: Time history method[J].Earthquake Engineering and EngineeringVibration,2001,21(4):82-87.(inChinese)
[6] 梁思成.清.工程做法则例图解[M].北京:清华大学出版社,2006. (LIANG Si-cheng. Imperial Specifications for State Buildings[M]. Beijing: Tsinghua University Press, 2006.(in Chinese))
[7] Housner G W, Bergman L A, Caughey T K, et al. Structural control: past, present, and future[J]. Journal of engineering mechanics, 1997, 123(9): 897-971.
[8] GB50011-2010 建筑抗震设计规范[S].北京:中国建筑工业出版社, 2010. (GB50010-2010 Code for design of concrete structures[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese) )
[9] GB/T 17742-2008 中国地震烈度表[S].北京:中国建筑工业出版社,2008. (GB/T 17742-2008 The Chinese seismic intensity scale[S]. Beijing: China Architecture & Building Press, 2014. (in Chinese)).
[10] Highway Innovative Technology Evaluation Center. Guidelines for the testing of seismic isolation and energy dissipation devices[R].Technical Evaluation Report No: 40404.
[11] JGT209-2012. 建筑消能阻尼器[S].北京:中国标准出版社.2012. (JGT209-2012.Dampers for vibration energy dissipation of buildings[S]. Beijing: China Standards Press.2012.(in Chinese)).
[12] Elnashai A S, Broderick B M, Dowling P J. Earthquake-resistant composite steel/concrete structures[J]. Structural Engineer, 1995, 73: 121-121.
[13] 韩林海.钢管混凝土结构: 结构与实践[M]. 北京:科学出版社,2007. (HAN Lin-hai. CFST Structure: Theory and Practice[M]. Beijing: Science Press,2007.(in Chinese)).
[14] Gosain N K, Jirsa J O, Brown R H. Shear requirements for load reversals on RC members[J]. Journal of the Structural Division, 1977, 103(7): 1461-1476.
[15] Wang C, Foliente G C, Sivaselvan M V, et al. Hysteretic models for deteriorating inelastic structures[J]. Journal of Engineering Mechanics, 2001, 127(11): 1200-1202.
[16] Song J K, Pincheira J A. Spectral displacement demands of stiffness and strength degrading systems[J]. Earthquake Spectra, 2000, 16(4): 817-851.
