RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER

YANG Xiaoqi; WANG Yan; ZHANG Haibin; MA Liwei

doi:10.13204/j.gyjz202005025

Volume 50 Issue 5

Jul. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(5): 151-157,108

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei. RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei. RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025

PDF( 5827 KB)

RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER

doi: 10.13204/j.gyjz202005025

YANG Xiaoqi^1,2,
WANG Yan^{1,2
,
,},
ZHANG Haibin^2,3,
MA Liwei^1,2

1. School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China;
2. Qingdao University of Technology, Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao 266033, China;
3. Shandong Laiwu Steel Construction Co., Ltd., Qingdao 266033, China

Received Date: 2019-12-20
Publish Date: 2020-07-14

Abstract

Abstract

In order to study the hysteretic behavior of the rotational friction damper under static cyclic loading, the quasi-static test of six rotational friction dampers was carried out. The working mechanism, hysteresis performance, energy dissipation capacity and friction coefficient were analyzed. The numerical simulation was carried out by using ABAQUS finite element software. The results were compared with the experimental results. The results showed that:1)rotational friction damper had full hysteretic curve and good energy dissipation capacity; 2)the friction of asbestos-free organic matter was relatively stable, and the friction dispersion of Al-Mg alloy and Cu-Zn alloy dampers was relatively large; 3)increasing the pre-tightening force of high-strength bolts and the number of elements of the damper could increase the friction force of the damper and effectively improve the energy dissipation capacity of the friction damper; 4)the energy dissipation capacity of Al-Mg alloy was better than that of Cu-Zn alloy and asbestos-free organic matter, the energy dissipation stability of asbestos-free organic matter was better than that of Cu-Zn alloy and Al-Mg alloy; 5)the friction coefficient of Cu-Zn alloy and Al-Mg alloy was greater than 0.3, the friction coefficient of asbestos-free organic matter was about 0.16; 6)the error between the finite element analysis results and the test values was small, the finite element model could simulate the test well.
- rotational friction damper,
- quasi-static test,
- hysteretic behavior,
- finite element analysis

FullText(HTML)

References(23)

References

SOONG T T, JR B F S. Supplemental Energy Dissipation:State-of-the-Art and State-of-the-Practice[J]. Engineering Structures, 2002, 24(3):243-259.

周福霖. 工程结构减震控制[M]. 北京:地震出版社, 1997.

欧进萍. 结构振动控制:主动、半主动和智能控制[M]. 北京:科学出版社, 2003.

PALL S A, MARSH C. Response of Friction Damped Braced Frames[J]. Journal of Structural Division, ASCE, 1982,108(9):1313-1323.

PALL S A, MARSH C, FAZIO P. Friction Joints for Seismic Control of Large Panel Structures[J]. PCI Journal, 1980,25(6):38-61.

FILIATRAULT A, CHERRY S. Performance Evaluation of Friction Damped Braced Steel Frames Under Simulated Earthquake Loads[J]. Earthquake Spectra, 1985, 3(1):57-78.

GRIGORIAN C E, YANG T S, POPOV E. Slotted Bolted Connection Energy Dissipators[D]. Berkeley:College of Engineering University California at Berkeley, 1992.

ONO S, NAKAHIRA K, TSUJIOKA S, et al. Energy Absorption Capacity of Thermally Sprayed Aluminum Friction Dampers[J]. Journal of Thermal Spray Technology, 1996, 5(3):303-309.

MUALLA I H, BELEV B. Performance of Steel Frames with a New Friction Damper Device Under Earthquake Excitation[J]. Engineering Structures, 2002, 24(3):365-371.

吴斌, 张纪刚, 欧进萍. Pall型摩擦阻尼器的试验研究与数值分析[J]. 建筑结构学报, 2003, 24(2):7-13.

吴斌, 张纪刚, 欧进萍. 考虑几何非线性的Pall型摩擦阻尼器滞回特性分析[J]. 工程力学, 2003, 20(1):21-26.

LATOUR M, PILUSO V, RIZZANO G. Experimental Analysis on Friction Materials for Supplemental Damping Devices[J]. Construction and Building Materials, 2014, 65:159-176.

SAMANI H R, MIRTAHERI M, ZANDI A. Experimental and Numerical Study of a New Adjustable Frictional Damper[J]. Journal of Constructional Steel Research, 2015,112:354-362.

张艳霞, 赵文占, 陈媛媛, 等. 长孔螺栓摩擦阻尼器试验研究[J]. 工程抗震与加固改造, 2015, 37(4):90-95.

ANOUSHEHEI M, DANESHJOO F, MAHBOUBI S, et al. Experimental Investigation on Hysteretic Behavior of Rotational Friction Dampers with New Friction Materials[J]. Steel and Composite Structures, 2017, 24(2):239-248.

叶良浩, 曲哲, 贺思维, 等. 刹车片型摩擦消能器的单轴力学性能试验研究[J]. 土木工程学报, 2018, 51(7):70-74

,97.

中华人民共和国住房和城乡建设部.钢结构高强度螺栓连接技术规程:JGJ 82-2011[S]. 北京:中国建筑工业出版社, 2011.

中华人民共和国住房和城乡建设部.建筑消能阻尼器:JG/T 209-2012[S]. 北京:中国标准出版社, 2012.

中华人民共和国住房和城乡建设部.建筑消能减震技术规程:JGJ 297-2013[S]. 北京:中国建筑工业出版社, 2013.

中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101-2015[S]. 北京:中国建筑工业出版社, 2015.

温诗铸. 摩擦学原理[M].北京:清华大学出版社, 2002.

WANG G, WANG Y, YUAN J, et al. Modeling and Experimental Investigation of a Novel Arc-Surfaced Frictional Damper[J]. Journal of Sound & Vibration, 2016, 389:89-100.

MONIR H S, ZEYNALI K. A Modified Friction Damper for Diagonal Bracing of Structures[J]. Journal of Constructional Steel Research, 2013, 87(6):17-30.

Relative Articles

[1]	ZHANG Ailin, LI Ying, JIANG Ziqin, ZHANG Like. Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 65-74. doi: 10.3724/j.gyjzG23021614
[2]	XIA Yun, LIU Weiji, CHEN Chuntao, ZHOU Xiezhong, TANG Hongyuan, TAN Hongfei. Seismic Performance Tests of Prefabricated Shear Walls Connected with Cone-Sleeve Locking of Vertical Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 81-89. doi: 10.3724/j.gyjzG23090720
[3]	ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025
[4]	YU Jing, JIA Huifang, ZHANG Hui. Experimental Study on Seismic Performance and Shear Capacity of Hybrid Fiber Concrete Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 80-87. doi: 10.13204/j.gyjzG22070115
[5]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[6]	LIU Lianbo, ZHOU Ming, WANG Xintang. Mechanical Property Experiments and Finite Element Analysis of Joints Between H-Steel Beams and Columns After Fire[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 107-112. doi: 10.13204/j.gyjzG22092306
[7]	ZHANG Xiangwei, LIU Jiming, WU Chenglong, WANG Chuanyi, TAN Wenya, QIAO Guangde. RESEARCH ON ASEISMIC PERFORMANCES OF BASE JOINTS FOR PREFABRICATED COMPOSITE STEEL-CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 137-144. doi: 10.13204/j.gyjzG20070705
[8]	GUO Yan, LIAN Ming. RESEARCH ON HYSTERETIC BEHAVIOR OF STEEL FRAMED-TUBE STRUCTURES WITH REPLACEABLE SHEAR LINKS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 82-92. doi: 10.13204/j.gyjzG20031809
[9]	ZHANG Ailin, SU Lei, CAO Zhiliang, PU Shuanghui, LIN Haipeng. EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SESIMIC BEHAVIORS OF Z-SHAPED BEAM-TO-COLUMN BOLTED JOINT WITH DOUBLE CONNECTION PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 59-65,89. doi: 10.13204/j.gyjzG21012710
[10]	BING Qingde, LIN Yan, SONG Jiankai, ZHONG Chongting. REINFORCED CLOSE JOINT CONSTRUCTION MEASURES OF SUPERIMPOSED SLABS AND ITS FLEXURAL PERFORMANCE SIMULATED BY FEM[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 55-61. doi: 10.13204/j.gyjzG20011508
[11]	RONG Xian, YANG Hongwei, ZHANG Jianxin. EXPERIMENTAL RESEARCH ON HYSTERETIC PROPERTIES OF INTERIOR BEAM-COLUMN JOINTS FOR PREFABRICATED CONCRETE FRAMES CAST BY STEEL FIBER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 67-70. doi: 10.13204/j.gyjz202006011
[12]	Peng Lingyun, Xue Tao, Kang Yingjie. PERFORMANCE EXPERIMENT AND FINITE ELEMENT ANALYSIS OF SHAFTLESS VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 61-64. doi: 10.13204/j.gyjz201505014
[13]	Yan Dexu, Wan Hongxia, Wang Xiaoping. EXPERIMENTS AND FINITE ELEMENT ANALYSIS OF VARIABLE CROSS-SECTION STEEL TUBE SPLICE JOINTS IN TENSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 112-116. doi: 10.13204/j.gyjz201406025
[14]	Gu Jianye, Sun Guohua, Yu Anlin, Zhao Baocheng, Shi Yu. CYCLIC TEST OF DAMAGED RC FRAMES RETROFITTED WITH Y-ECCENTRICALLY STEEL BRACE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 25-30.
[15]	Zheng Tingyin, Wu Xin, Qiang Handan. STUDY ON HYSTERETIC BEHAVIOR OF BUCKLING-RESTRAINED BRACE COMPOSED OF DOUBLE-T-SHAPED CORE MEMBER AND ANGLE IRON RESTRAINED[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 99-103,15. doi: 10.13204/j.gyjz201311023
[16]	Luo Guifa, Zhang Lei, Tong Genshu. HYSTERETIC BEHAVIOR OF CHEVRON BRACE PAIRS WITH STRONG BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 128-133. doi: 10.13204/j.gyjz201302026
[17]	Li Ran, Guo Lanhui, Zhang Sumei. HYSTERETIC ANALYSIS OF STRENGTHENED STEEL PLATE SHEAR WALL CONNECTED WITH FRAME BEAMS ONLY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 107-113. doi: 10.13204/j.gyjz201107024
[18]	Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005
[19]	Tao Zhong, Gao Xian, Yu Qing. THEORETICAL ANALYSIS OF HYSTERETIC BEHAVIOR OF FRP-CONFINED RC COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 15-19. doi: 10.13204/j.gyjz200509005
[20]	Gao Xian, Tao Zhong, Yang Youfu, Yu Qing. HYSTERETIC BEHAVIOR OF CIRCULAR RC COLUMNS CONFINED WITH FRP JACKETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 11-14. doi: 10.13204/j.gyjz200509004

Supplements(0)

Cited By

Cited by

Periodical cited type(11)

1.	闫丽娟，张春巍，曹慧东. 方形转动摩擦阻尼器滞回性能研究. 工程抗震与加固改造. 2024(02): 17-23 .
2.	段树坤，唐亮，黄刚，张勇波，张旭乔，邓杨鹏，雷冠军. 双摩擦铰阻尼器滞回性能试验研究. 建筑科学. 2024(07): 113-119 .
3.	杨参天，李爱群. 转动摩擦铰阻尼器力学性能试验研究. 工程力学. 2023(07): 75-81 .
4.	隋伟宁，马勇，杨海涛，吴金国. 预制混凝土外挂墙板与钢框架摩擦耗能新型连接节点力学性能试验研究. 工业建筑. 2023(05): 109-117 . 本站查看
5.	赵志远，王燕，张海宾. 带有转动摩擦阻尼器的钢框架结构的力学性能研究. 工业建筑. 2023(06): 138-147 . 本站查看
6.	闫丽娟，张春巍. 方形转动摩擦阻尼器工作原理及滞回性能研究. 地震工程与工程振动. 2023(06): 112-118 .
7.	吕婷，王燕，张海宾. 带有转动摩擦阻尼器钢框架的抗震性能分析. 青岛理工大学学报. 2022(03): 48-57 .
8.	杨参天，李爱群，贾军波. 含转动摩擦型干式梁-柱节点的新型装配式混凝土框架结构抗震性能研究. 工程力学. 2022(08): 223-231 .
9.	王保平，张奉超，张海亮，杨东雷，魏远航，陈云. 新型转动型摩擦阻尼器抗震性能研究. 工程抗震与加固改造. 2022(04): 76-81+68 .
10.	闫丽娟，张春巍. 转动摩擦阻尼器及转动摩擦耗能结构研究进展. 建筑结构. 2021(S2): 725-731 .
11.	李欣宇，刘晶，张祥祥. 摩擦型阻尼器安装施工技术. 居业. 2020(10): 78-79+81 .